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| 1 | Sub Head: I : Earth Work |
| 2 | Surface dressing of the ground including removing vegitation and in equalities not exceeding 15 cm depth and disposal of rubbies lead upto 50m and lift upto 1.50m. B) Hard Soil |
| 3 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 4 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. |
| 5 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 6 | SH :- II : CEMENT CONCRETE WORK.Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 7 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth |
| 8 | Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4 (1cement : 2 coarse sand : 4 stone aggregate 12.5 mm nominal size). |
| 9 | Applying a coat of hot bitumen (mashphalte 80/100 or equivalent) using 1.70 Kg per Sq.m. on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 10 | Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers. |
| 11 | SH : III : R.C.C. WORK Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 12 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 13 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 14 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 15 | Reinforced cement concrete work in vertical and horizontal fins individually or formingbox louvers bands and facias up to floor two level including finishing and plastering theexposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness notexceeding the 6 mm to give a smooth and even surface but excluding the cost ofcentering, shuttering and reinforcement with M20 (1 cement : 1.5 fine sand : 3 stoneaggregate 12.5 mm nominal size). |
| 16 | Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete. |
| 17 | b) Columns, pillars, posts and struts etc. |
| 18 | c) Lintels, beams, girders, bressumers and cantilevers etc. |
| 19 | d) Suspended floors, roofs, landings shelves and their supports balconies and chajjas (3.5m height). |
| 20 | Reinforcement of RCC work including bending, binding and placing in position complete. a) Cold twisted bars. |
| 21 | SH : IV : BRICK WORK. Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand). |
| 22 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth. |
| 23 | Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level. |
| 24 | SH : V : PVC AND WOOD WORK Door /Window / Ventilator Frames:- Providing and Fixing factory made PVC doorframe made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm (± 0.2 mm). Both verticalssides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness (± 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame andPVC reinforcement profile to be mitred cut, jointed and fusion welded together, includingproviding and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing theframe with jamb with required nos & sizes of anchor dash fastener, all complete as permanufacturer's specification and direction of engineer- in-charge. |
| 25 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of WPC with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 26 | Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws. a) Ornamental Grill. |
| 27 | SH : VI : STEEL WORK. Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete. |
| 28 | SH : VII : FLOORING Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement. A) 50mm thick |
| 29 | White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thickcement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry |
| 30 | SH : VIII : FINISHING 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 31 | 15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall. |
| 32 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface toprepare the surface even and smooth complete |
| 33 | Distempering (two or more coats) with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade. |
| 34 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 35 | Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade. |
| 36 | Applying priming coat with ready mixed genuine red lead paint of approved brand and manufacture on steel work. |
| 37 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade. |
| 38 | SH : IX : WATER SUPPLY Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). b) 20 mm nominal bore |
| 39 | Providing and fixing brass bib cock of approved quality. b) 20 mm nominal bore |
| 40 | Providing and fixing brass stop cock of approved quality. b) 20 mm nominal bore |
| 41 | Providing and fixing CP brass shower rose with 15 mm or 20 mm dia inlet. a) 100 mm dia |
| 42 | SH : X : SANITARY Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required. b) Orissa Pattern WC Pan |
| 43 | Providing and fixing kitchen sink including making all connection excluding cost of fittings. a) White glazed fire clay sink size 600x450x150 mm |
| 44 | Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required. a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality. |
| 45 | Providing and fixing 600x450 mm bevelled edge mirror or superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleadt with CP brass screws and washers. |
| 46 | Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws (heavy quality). a) 750 x 20 mm size |
| 47 | Providing and fixing toilet paper holder.a) CP Brass |
| 48 | SH : XI : DRAINAGE Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete. |
| 49 | Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. a) 150 mm dia S W pipe |
| 50 | Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design. a) 150 mm dia S W pipe |
| 51 | Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement : 5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design. a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg), |
| 52 | Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design. |
| 53 | SH : XII MISCELLANEOUS Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. a) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately). |
| 54 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-incharge . (Cost of aluminium snap beading shall be paid in basic item):.b) With float glass panes of 55mm Thickness. |
| 55 | Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth. |
| 56 | SH : XIII CHAINLINK FENCING P/F 1.80 m chain link fencing w.th 2.40 m long MS Angle iron post of size 50x50x4mm placed every 2.50m apart embeded in CC 1:3:6(1cement:3 course sand:6 stone aggregate 20mm nominal size) 30x30 & CC wall above G.L size 0.30x0.20cm corner and every 12 th post to be struted provided with 7 horizontal line on to be inclined position and two diagonals of barbed wire 9.38kg/100m average between two post and fixed with G.I.straples. |
| 57 | SH : XIV MS GATE C/O Steel Gate 5 mtr with MS angle frame 45 X 45 X 5mm embedded on RCC post 35 X 35 Cm complete as per drawing and direction of engineer incharge . |
| 58 | SH : XV SEPTIC TANK Construction of Septic Tank 4.5 x2.4 x2 m complete as per standard design & drawing enclosed including gas pipe,all the necessary fittings, sewage network etc as per drawing /plan of Building and specification or as directed by the Engineer in charge. |
| 59 | SH : XVI UNDERGROUND WATER STORAGE TANK Construction of underground water Tank with RCC structure of size 2m x 1.5m x 1.5m as per the standard specification or as directed by Engineer in charge. Please Enable Macros to View BoQ information |
