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| 1 | PART \"A\" |
| 2 | Earth work in excavation in foundation trenches or drains (not exceeding 1.5 m in width as well as 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 metres: All kinds of soil : |
| 3 | P/L of dry stone soling duly hand packed including all carriages loading unloading complete job before laying of mud mate in trenches incl. all carriages of material involved & head load. |
| 4 | P/L in position cement concrete of specified grade excl. the cost of centering and shuttering: 1:4:8 (1 cement 4: coarse sand 8 graded stone crushed agg.40mm nominal size). Incl all carraiges of material involved. |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m |
| 6 | Supply and filling of GSB under floors including all carraiges complete job |
| 7 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 5.1.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree, landings, balconies, shelnes, chajjas, lintels, bands, plain window sills, stair cases and spiral stair cases upto floor V level excluding cost of centering, shuttering, finishing and reinforcement with (M-20 Mix) 1:1.5:3 (1 Cement: 1.5 Coarse Sand: 3 graded stone aggregate 20mm nominal size- crushed.) Incl all carraiges of material involved. |
| 9 | Providing/laying in position specified grade excluding the cost of centering & shuttering . (M-15 Mix) 1:2:4 (1 Cement: 2 Coarse Sand: 4 graded stone aggregate 20mm nominal size- crushed.) Incl all carraiges of material involved All work upto plinth level |
| 10 | Reinforcement for RCC works including straightening cutting bending placing in position and binding all complete (Thermomechanically Treated Bars) Incl. carraige and head load.Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 11 | Centring and shuttering including strutting proping and removal of form work for foundations, footings, bases of columns slabs etc for mass concrete. |
| 12 | Foundations, footings, bases of columns etc. for mass concrete. |
| 13 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc |
| 14 | Suspended floors, roofs, landings, balconies and access platforms. |
| 15 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 16 | Columns, pillars, piers, abutments, posts and struts. |
| 17 | Stairs (excluding landings) except spiral staircases. |
| 18 | Edges of slabs and breaks in floors and walls |
| 19 | Structural steel work in built up sections, trusses and framed work, incl soffit and eavesboarding including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 20 | Providing and fixing precoated galvanized high-rib 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 perIS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side ofthe 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. ridges included of approvedd brand . |
| 21 | Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete. 12.4.3 0.50 mm thick with zinc coating not less than 275 gram/m2 |
| 22 | Providing valleys of 90cm wide overall in plain G.S. sheets fixed with polymer coated J. or L. hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 1.00 mm thick with zinc coating not less than 275 gram/m2 |
| 23 | Brick work with FPS bricks (non-modular) of class designation 75 in foundation and plinth in cement mortar in 1:6 mix incl carraige of bricks upto site of work complete including extra upto floor v level including carraige and head load |
| 24 | Applying 12mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand) including Curing Internal & External |
| 25 | Providing and applying Plaster of Paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete(internal) |
| 26 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.11.3.3 50 mm thick with 20mm nominal size stone aggregate. |
| 27 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete 11.52.2 Size of tile 600x600 mm |
| 28 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in kirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 29 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. polished Granite stone slab jet Black, Cherry Red, Elite ,Brown, Cat Eye or equivalent. |
| 30 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes channels, plates etc. including welding ,grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete ,including fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (@3.5kg/Rm) |
| 31 | Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware\"s 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 of required sizeand of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.149A.1Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm &sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glass pane glazing bead of appropriate dimension. |
| 32 | Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware\"s 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 of required sizeand of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.149A.1Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm &sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glass pane glazing bead of appropriate dimension. (WITH WIRE GAUGE SHUTTERS) |
| 33 | Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware\"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealent shall be paid separately). Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.9.149C.1 Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door upto 2.00 sqm). |
| 34 | Finishing walls with acrylic smooth exterior/interior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm) |
| 35 | P/F of following PVC ppes /fittings of approve brand (prince Type-B) incl.trenching and refillimng all complete |
| 36 | 100mm pipe |
| 37 | 100mm plain bend |
| 38 | 100mm door tee |
| 39 | 100mm collar |
| 40 | 100mm floor trap |
| 41 | 100mm reducer |
| 42 | 75mm pipe |
| 43 | 75mm plian bend |
| 44 | 75mm door bend |
| 45 | 75mm collar |
| 46 | P/f of following PPR pipes / fittings of approve dbrand by engineer in-charge ( heavy duty) incl. trenching and refilling of complete |
| 47 | 20mm pipe nominal dia |
| 48 | 25mm pipe nominal dia |
| 49 | 40mm pipe nominal dia |
| 50 | 20mm stop cock |
| 51 | 20mm union |
| 52 | 32mm pipe dia |
| 53 | 32mm stop cock |
| 54 | 32mm union |
| 55 | Construction of brick masonary manhole of size 300*300 mm incl. C.I ( Heavy duty) cover and frame, plastering and concrete base all complete |
| 56 | P/F of following C.P Fittings of approved by Engineer in charge incl.all complete. |
| 57 | Bibcock 15mm nominal bore long body |
| 58 | Angle valve 15mm nominal bore |
| 59 | C.P Nipple |
| 60 | C. P Cup |
| 61 | C.P Gratting |
| 62 | PVC Connection 450mm long |
| 63 | Looking mirror 1\"-6\"\" * 2\"-0\"\" |
| 64 | Single Lever Basin/ Sink Mixer |
| 65 | PVC Waste pipe 32mm dia |
| 66 | P/f of G.I acessories of ISI Mark brand as desired by Engineer i/c. |
| 67 | 15mm dia union |
| 68 | 20mm dia union |
| 69 | 25mm dia union |
| 70 | reducer 25mm to 20mm |
| 71 | reducer 20mm to 15mm |
| 72 | Tanky Nipples 15mm dia |
| 73 | Tanky Nipples 20mm dia |
| 74 | 15mm dia brass ball value |
| 75 | 20mm dia brass ball value |
| 76 | 25mm dia brass ball value |
| 77 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C. flushing cistern, including flush pipe (of approved make) with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. approved brand like Hindware, Cera, Hindusten or equavallent18.1.2 White vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 78 | P/f of 50 litre water heater geyser of approved make like venus, jaqar, Racold or equivalent make including all necessary fittings complete. |
| 79 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer |
| 80 | Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 81 | Providing and fixing ISI-marked medium-grade PVC conduits of suitable diameter with all accessories such as bends, junction boxes, inspection boxes, tees, elbows, couplers, etc., including drawing of wires, fixing of switch boxes, fan boxes, light points, and making good the surface of walls, floors, or ceilings after installation — complete as required and as directed by the Engineer-in-Charge.Specification: As per IS:9537 (Part III) and relevant Electrical Standards. |
| 82 | 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 confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters. 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 83 | PART \"B\" |
| 84 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil : |
| 85 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds of soil : |
| 86 | P/L of dry stone Soling hand packed tightly in foundation trenches and backfilling incl. all carriage leads and lifts |
| 87 | P/L in position cement concrete incl. all carraiges 1:4:8 mix using 40mm thick crushed stone aggregate. |
| 88 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – all works 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size crushed). |
| 89 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete. |
| 90 | Providing and fixing of 75mm dia A grade pvc pipes in weeps holes for return wall. |
| 91 | Brick work with common burnt clay selected bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand) including curing complete in: Above plinth level and upto floor V level With Non Modular bricks |
| 92 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing Incl haulage of material etc .complete job. |
| 93 | Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete-welded(including painting) |
| 94 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete Size of tile 600x600 mm(Anti skid) |
| 95 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes channels, plates etc. including welding ,grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete ,including fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. Please Enable Macros to View BoQ information |
