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| 1 | Dismantling wooden trusses, purlins and rafters, GI Sheets and Ceiling all wooden items i.e.Linin, column/posts and Beams etc. including stacking of serviceable material and disposal of unserviceable material within 50 meters lead(for all classrooms,office,varandha and Kitchen Shed) as per direction of engineer in charge. Skilled Labour |
| 2 | Dismantling wooden trusses, purlins and rafters, GI Sheets and Ceiling all wooden items i.e.Linin, column/posts and Beams etc. including stacking of serviceable material and disposal of unserviceable material within 50 meters lead(for all classrooms,office,varandha and Kitchen Shed ) as per directiuon of engineer in charge. UnSkilled Labour |
| 3 | Dismantling doors, windows and clerestory windows (steel or wood)shutter including chowkhats, architrave, holdfasts etc. complete andstacking within 50 meters lead :15.12.1 Of area of 3 sqm. and below |
| 4 | Taking out doors, windows and clerestory window shutters (steel or wood)including stacking within 50 meters lead :15.13.1 Of area of 3 sqm. and below |
| 5 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:15.9.2 In cement mortar |
| 6 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge:15.2.2 1:4:8 or leaner mix (i/c equivalent design mix) |
| 7 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth asdirected:All kinds of soil |
| 8 | Earth work in excavation by mechanical means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth asdirected:All kinds of soil |
| 9 | 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. |
| 10 | Providing Stone soling hand packed incl carriage |
| 11 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) . |
| 12 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 13 | Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering,finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 14 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 15 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form work for: Walls any thickness including attached buttresses, plinth and string courses etc. |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form work for: Columns, piers, abutments, pillars, posts and struts |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 23 | Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete. |
| 24 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 infoundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 25 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 26 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): First class deodar wood |
| 27 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with,necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately) First Class kail wood 35 mm |
| 28 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.First class Kail wood 35 mm |
| 29 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. First class Kail wood |
| 30 | Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge : First class Kail wood 35 mm |
| 31 | 15 mm Cement plaster on rough side of single or half brick wall of mix: 1 : 6 ( 1 cement : 6 fine sand) |
| 32 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 33 | 12mm Cement plaster of mix:1 : 6 ( 1 cement : 6 fine sand) |
| 34 | Providing and applying white cement based wall putty of avg.2mm of approved brand and manifacture |
| 35 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer |
| 36 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 37 | Applying priming coat: With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 38 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 39 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 4.4.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 40 | Providing and fixing gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing toedges to give high gloss finish etc. complete at all levels8.2.1 Raj Nagar plain white marble/Udaipur green marble/zebra |
| 41 | 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 pigmentsetc. complete |
| 42 | 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 skirting, 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 |
| 43 | 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 |
| 44 | Providing and fixing precoated galvanized 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 duringtransportation and should be supplied in single length upto 12 metre or asdesired 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 ofpurlins, rafters and trusses and including cutting to size and shapewherever required. |
| 45 | Providing and fixing precoated galvanised steel sheet roofingaccessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120grams 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 micronsusing self drilling/ self tapping screws complete : 12.24.1 Ridges plain (500 - 600mm) |
| 46 | Providing and fixing plained eaves boarding.12.69.1 2nd class Deodar wood12.69.1.1 250x32 mm (nominal size) |
| 47 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 48 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.10.26.1 M.S. tube |
| 49 | Applying priming coat:With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel work (second coat) |
| 50 | Providing and fixing bright finished brass handles with screws etc. complete :9.82.1 125 mm |
| 51 | Providing and fixing bright finished brass handles with screws etc. complete : 200 mm |
| 52 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete. :9.75.4 100x10 mm |
| 53 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete. :9.75.1 250x10 mm |
| 54 | Providing and Fixing Stay hooks All complete job as per direction of engineer in charge |
| 55 | Providing and Fixing L-Dop 18 \\" with in built locking system All complete job as per direction of engineer in charge |
| 56 | Providing and Fixing L-Dop 10 \\" with in built locking system All complete job as per direction of engineer in charge |
| 57 | Providing and fixing aluminum hanging floor door stopper, ISI marked,anodized (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 : twin rubber stopper |
| 58 | Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone |
| 59 | 12mm Cement plaster finished with a floating coat of neat cement of mix:septic tank |
| 60 | 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.50 mm thick with 20mm nominal size stone aggregate. |
| 61 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusion welded, having thermal stability for hot and cold water supply including all PP-R plain and brass threaded Polypropylene random fittings. This includes testing of joints complete as per direction of Engineer-incharge19.2.2 Internal work Concealed fixing the pipe with clamps at1.00 meter spacing including cutting chases and making good the wall etc.19.2.2.3 PN-16 pipe , 25mm OD(SDR-7.4) |
| 62 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes conforming to IS: 15801, UV stabilized and anti-microbial fusion welded, having thermal stability for hot and cold water supply including all PP-R plain and brass threaded Polypropylene random fittings. This includes testing of joints complete as per direction of Engineer-incharge.19.2.1 Internal work-exposed on wall with clamps at 1.00 meterspacing19.2.1.5 PN-16 pipe , 40mm OD(SDR-7.4) |
| 63 | Providing and fixing Polyethylene- Aluminum- Polyethylene (PE-ALPE)Composite Pressure Pipes conforming to IS: 15450, U.V. stabilizedwith carbon black having thermal stability for hot and cold water supply,capable to withstand temperature upto 80ºC, including all special fittingsof composite material (engineering plastic blend and brass insertswherever required) e.g. Elbows, tees, reducers, couplers and connectorsetc.This includes testing of joints complete as per direction of theEngineer-in-charge:19.1.1 Internal work-exposed on wall with clamps at 1.00 meter spacing19.1.1.6 4050 (50mm OD) pipe |
| 64 | Providing and fixing PPR Unions19.2A.2 PPR Union 25mm |
| 65 | Providing and fixing PPR Unions 19.2A.4 PPR Union 40mm |
| 66 | Providing and fixing PPR ADAPTER 40 mm |
| 67 | Providing and fixing PPR adapter 25 mm |
| 68 | Providing and fixing ball valve PPR of approved quality complete a) 25mm dia OD |
| 69 | Providing and fixing ball valve PPR of approved quality complete a) 40 mm dia OD |
| 70 | Providing and fixing ball valve PPR of approved quality complete a) 50 mm dia OD |
| 71 | 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 |
| 72 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer incharge. |
| 73 | Providing and fixing PTMT Ball cock of approved quality, colour and make complete with epoxy coated aluminium rod with L.P/H.P.H.D plastic balls.25mm nominal bore, 152mm long, weighing not less than440gms. |
| 74 | Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS : 8931 |
| 75 | Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931 |
| 76 | providing and fixing water closet squntting pan (Indian type, W.C. pan) with JOO mm san_d cast Iron P or Strap, 10 liter low level white P.V.C flushing cistern, including flush pipe (of npproved make) with mnnual(y · controlled device (handle lever) conforming to IS: 7231, with all fittings and fixture, complete, including cutting nnd making good the walls andfloors wherever required.I 18. 1.2 White vitreous china Orissa pattern W .C. pan of size 580x440 UNIT mm wilh integral type foot rests |
| 77 | Providing and fixing wash basin with C.I. brackets, 15mm 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 required : Wash basin 550x400mm with a pair of a5mm CP brass taps |
| 78 | Providing and fixing white vitreous china pedestal for wash basincompletely recessed at the back for the reception of pipes and fittings. |
| 79 | P/F PVC waste 32mm |
| 80 | P/F 8mm dia C.P/S.S jet with flexible tube up to 1mter long with S.S triangular plate to European type W.C of approved quality and make. |
| 81 | P/F 600x450mm bevelled edge mirror of superior glass of approved quality complete with 6mm thick hard board ground glass to wooden cleats with C.P brass screws and washers complete. |
| 82 | Providing and fixing 600x120x5mm glass shelf with edges round off supported on anodized aluminum angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs, etc. complete |
| 83 | P/F toilet paper holder (CP) |
| 84 | P/F in position PVC P or S traps |
| 85 | P/F in position PVC floor traps 100 mm dia |
| 86 | P/F in position PVC floor traps 75 mm dia |
| 87 | P/F soil, waste and vent pipes 1mm thick a) PVC S&S pipe (150mm dia) |
| 88 | P/F soil, waste and vent pipes 1mm thick a) PVC S&S pipe (100mm dia) |
| 89 | P/F soil, waste and vent pipes 1mm thick a) PVC S&S pipe (75mm dia) |
| 90 | P/F soil, waste and vent pipes 1mm thick a) PVC S&S pipe (50mm dia) |
| 91 | P/F pvc cowell 50 mm dia |
| 92 | P/F PVC stay and clamps for PVC pipes 100 mm |
| 93 | P/F PVC stay and clamps for PVC pipes 75 mm |
| 94 | P/F bend of required degree with door, inspection rubber washer 3mm thick, bolts and nuts complete PVC S&S pipes 100 mm |
| 95 | P/F bend of required degree with door, inspection rubber washer 3mm thick, bolts and nuts complete PVC S&S pipes 75 mm |
| 96 | P/F plain bends 100 mm |
| 97 | P/F plain bends 75 mm |
| 98 | Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 100 mm |
| 99 | Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 75 mm |
| 100 | P/F Tee-junction of required degree with access door, inserted rubber washer 3mm thick, bolts and nuts complete.100x100x100 PVC 1mm 100 mm |
| 101 | P/F Tee-junction of required degree with access door, inserted rubber washer 3mm thick, bolts and nuts complete.100x100x100 PVC 1mm 75 mm |
| 102 | P/F PVC Reducer 100-50mm dia |
| 103 | Providing and fixing liquid PTMT soap container 109mm wide 125mm high and of approved quality weighing not less than 105 grms |
| 104 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour18.73.2 600 mm long towel rail with total length of 645 mm, 78 mm wide and effective height of 88 mm, weighing not less than 190 gms. |
| 105 | P/F CP gratting100mm dia |
| 106 | P/F PVC connections 15mm |
| 107 | Constructing brick masonry chamber for underground C.I. inspection chamber and bend with common burnt clay (non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23kg and weight of frame 15 kg ) R.C.C. top slab with 1:1 ½ : 3 mix ( 1cement : 1 ½ coarse sand : 3 graded stone aggregate 20 mm nominalsize),foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : 20.24.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line- |
| 108 | P/F master trap |
| 109 | P/F 50Lit Gyser |
| 110 | Providing and Laying of Stone hand packed on level in foundation : complete job incl cost of carriage for an avg lead 10 km from source |
| 111 | Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete,on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) .11.29.4 Ordinary cement without any pigment. |
| 112 | Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete. |
| 113 | Bricks for an average distance of 260 km by MT and 4 km by HL |
| 114 | Sand for an average distance of 15 km by MT and 4 km by HL |
| 115 | Stone aggregate below 40 mm nominal size for an average distance of 80 km by MT and 4 km by HL |
| 116 | Steel for an average distance of 15 km by MT and 4 km by HL |
| 117 | Tiles for an average distance of 80 km by MT and 4 km by HL |
| 118 | Cement for an average distance of 15 km by MT and 4 km by HL |
| 119 | Providing Structural and Architectural design including Sanitary and electrical drawing for the work of Constt of double storey 6-roomed full building at high school Palali , including conducting of soil test for bearing capacity including 3D view & design approved from competent authority i.e. (IIT/NIT/ Design Directorate DIQC /GCET Jammu). (Complete in all respect) Please Enable Macros to View BoQ information |
