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| 1 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, 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 excavated soil as directed within a lead of 50m. |
| 2 | 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 centering and shuttering. |
| 3 | Reinforced concrete work in foundations, footings, bases of columns etc. and massconcrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 4 | 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) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 5 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two levelincluding finishing and plastering the exposed surface with cement mortar 1 : 3 (1cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and evensurface but excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 6 | Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor twolevel including centring and shuttering complete but excluding the cost ofreinforcement with M20 ( 1 cement: 1.5 coarse sand : 3 stone aggregate 20 mmnominal size). |
| 7 | Centring and shuttering including strutting proping etc. and removal of form workfor: |
| 8 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 9 | e) Column, pillars, posts and struts etc. |
| 10 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 11 | Reinforcement of RCC work including bending, binding and placing in positioncomplete. a) Mild steel |
| 12 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:3(1 cement : 3 fine sand). |
| 13 | Extra for brick work with best available local bricks in superstructure above plinth levelup to floor two level. |
| 14 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 15 | 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. c) 75 mm thick |
| 16 | 20 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 17 | Neat cement punning. |
| 18 | Finishing walls with water proofing cement paint of approved brand and manufactureand required shade on new work (three or more coats) to give an even shade. |
| 19 | Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position. |
| 20 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors,windows and clerestory windows including aluminium butt hinges with necessaryscrews. a) 38mm thick best available local wood class - B I |
| 21 | Providing and fixing 38 mm thick wire gauge shutters using galvanized mild steel wire gauge of IS gauge designation 140G with wire of dia 0.56 mm for doors, windows and clerestory windows including anodized aluminum butt hinges with necessary screws.a)Best available local wood class B-I |
| 22 | Providing and fixing MS round or square bars with MS flat at required spacing in wooden frames of windows and clerestory windows. |
| 23 | Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to framewith 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone chips 40 mm nominalsize). |
| 24 | Steel work riveted or bolted in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. |
| 25 | Providing corrugated G.I.sheet roofing fixed with galvanised iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete, excluding the cost of purlins, rafters and trussesb) 0.63 mm thick GI sheet |
| 26 | Making plinth protection with 2nd class bricks on edge in cement mortar 1 : 6 (1 cement : 6 fine sand) over 7.50 cm bed of dry bricks aggregate 40 mm nominal size rammedconsolidated and grouted with fine sand and the top of bricks pointed with cementmortar 1 : 2 (1 cement : 2 fine sand). |
| 27 | Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete1 : 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. |
| 28 | 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. |
| 29 | 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). |
| 30 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). a) 15 mm nominal bore |
| 31 | Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work). b) 20 mm nominal bore |
| 32 | Providing and filling sand all round GI pipes in external work. b) 20 mm dia pipe |
| 33 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.a) 15 mm nominal bore |
| 34 | Providing and fixing C.P. brass stop cock (concealed) of standard design and ofapproved make conforming to IS:8931. a) 15 mm nominal bore |
| 35 | Providing and fixing white vitreous china type water closet pedestal (European type WC pan) with seat and lid CP brass hinges and rubber buffers, 12.5 Litres high level CI flushing cistern with fittings RS or CI brackets, galvanized steel telescopic flush pipe with fittings and clamps, 20 GI overflow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting making good the walls and floors where required. a) WC pan with white plastic seat and lid. |
| 36 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinalbasin of 430x260x350 mm and 340x430x265 mm sizes respectively with CI automaticflushing cistern with fittings, RS or CI brackets standard size galvanized steel flush pipe and spreaders with brass unions and GI clamps complete including painting of cistern and fittings, cutting and making good the walls and floors where required. d) Range of four urinals with 15 Litre CI automatic flushing cistern |
| 37 | 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. |
| 38 | Providing and fixing local wooden railing 0.75 m high with 7.5 x 5 cm top and bottom rails 7.5 x 5 cm sides and 5 cm x 5 cm intermediate vertical bars placed at 22.5 cm centre to centre including painting two or more coats as directed. |
| 39 | Cost or internal electrification |
| 40 | Providing furnitures |
| 41 | Supplying and providing Table Tennis Board Please Enable Macros to View BoQ information |
