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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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m for all Kinds of soil by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size). by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 3 | Random rubble masonry with hard stone in foundation and plinth includinglevelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12graded stone aggregate 20 mm nominal size) upto plinth level with : |
| 4 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 5 | 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. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 6 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 7 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 8 | Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in Cement mortar 1:4 (1 cement : 4 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 9 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. |
| 10 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness,including hinges, jamb, lock jamb, bead and if required angle thresholdof mild steel angle of section 50x25 mm, or base ties of 1.60 mm,pressed mild steel welded or rigidly fixed together by mechanical means,including M.S. pressed butt hinges 2.5 mm thick with mortar guards,lock strike-plate and shock absorbers as specified and applying a coatof approved steel primer after pre-treatment of the surface as directedby Engineer-in-charge: |
| 11 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thickM.S. Sheet, joints mitred, welded and grinded finish, with profiles ofrequired size, including fixing of necessary butt hinges and screws andapplying a priming coat of approved steel primer. |
| 12 | Centering & shuttering i/c strutting , ropping etc. & removal of form for foundation , footing ,bases of column etc. |
| 13 | Centring and shuttering including strutting,ropping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 14 | Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers . by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 15 | Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 16 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 17 | 12 mm cement plaster of mix.1:6 (1 cement : 6 fine sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 18 | 15 mm cement plaster on rough side of single or half brick wall of mix.1:6 (1 cement : 6 fine sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 19 | 6 mm cement plaster of mix :1.3 |
| 20 | Filling available excavated earth (excluding rock) in trenches, plinth, ides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 21 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shadeof the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 22 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 23 | Providing and fixing Ist quality ceramic glazed wall tiles conf IS : 15622 (thickness to be specified by the manufacture ) of appr make in all colours, shades except burgundy, bottle green, black of size as approved by Engineer-in-Charge in skirting, risers of ste dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 c sand) and jointing with grey cement slurry @ 3.3kg per sqm i pointing in white cement mixed with pigment of matching sh complete. |
| 24 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thick to be specified by the manufacturer) of 1st quality conformin 15622 of approved make in colours such as White, Ivory, Grey, Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Ce Coarse sand) including pointing the joints with white cement matching pigment etc., complete. |
| 25 | Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 26 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: |
| 27 | Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 28 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : |
| 29 | 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 |
| 30 | Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating 250x10 mm |
| 31 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyedto required colour or shade, with necessary screws etc. complete : |
| 32 | Providing and fixing aluminium handles, ISI arked, 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 | 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 screwsetc. complete. |
| 34 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 35 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stoneaggregate 12.5mm nominal size) |
| 36 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : |
| 37 | Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 38 | Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) sqm 160.60 |
| 39 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 40 | Renewing glass panes, with putty and nails wherever necessary Float glass panes of thickness 4 mm |
| 41 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth |
| 42 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete Fixed to steel windows by welding. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 43 | 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. |
| 44 | Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls andfloors wherever required:White Vitreous china Orissa pattern W.C. pan of size580x440 mm with integral type foot rests |
| 45 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mmsizes respectively with automatic flushing cistern with standard flushpipe and C.P. brass spreaders with brass unions and G.I clampscomplete, including painting of fittings and brackets, cutting andmaking good the walls and floors wherever required :Range of three urinal basins with 10litre white P.V.C.automatic flushing cistern |
| 46 | White Vitreous China Flat back wash basin size 550 400 mm with single 15 mm C.P. brass pillar tap |
| 47 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete |
| 48 | Providing and fixing soil, waste and vent pipes :17.35.1 100 mm dia 17.35.1.1 Sand cast iron S&S pipe as per IS: 1729 |
| 49 | 75 mm diameter :17.35.2.1 Sand cast iron S&S pipe as per IS: 1729 |
| 50 | 17.58 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : |
| 51 | 17.58 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter :75 mm |
| 52 | Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter :17.59.1 100 mm |
| 53 | Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter :17.59.1 75 mm |
| 54 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete 17.38.1 100 mm dia17.38.1.1 Sand cast iron S&S as per IS - 1729 |
| 55 | Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.17.38.1 75 mm dia17.38.1.1 Sand cast iron S&S as per IS - 1729 |
| 56 | Providing and fixing plain bend of required degree.17.39.1 100 mm dia 17.39.1.1 Sand cast iron S&S as per IS - 1729 |
| 57 | Providing and fixing plain bend of required degree.17.39.1 75 mm dia 17.39.1.1 Sand cast iron S&S as per IS - 1729 |
| 58 | Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nutscomplete :17.47.1 100x100x75 mm |
| 59 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.17.43.1 100x100x100 mm |
| 60 | Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.75x75x75 mm |
| 61 | Providing and fixing heel rest sanitary bend17.40.1 100 mm dia 17.40.1.1 Sand cast iron S&S as per IS - 1729 |
| 62 | Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer(of approved quality) for new work :17.65.1 100 mm diameter pipe |
| 63 | Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer(of approved quality) for new work :75mm diameter pipe |
| 64 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.17.69.Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms each |
| 65 | Providing and fixing PTMT towel rail complete with brackets fixed towooden cleats with CP brass screws with concealed fittingsarrangement of approved quality and colour.17.73.1 450 mm long towel rail with total length of 495 mm,78 mm wide and effective height of 88 mm, weighing notless than 170 gms |
| 66 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washerscomplete. |
| 67 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. Eac |
| 68 | Providing and fixing square-mouth S.W. gully trap class SP-1 completewith C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be notless than 4.50 kg and frame to be not less than 2.70 kg as perstandard design:19.4.1 100x100 mm size P type19.4.1.1 With common burnt clay F.P.S. (non modular)bricks of class designation 7.5 each |
| 69 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement :1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mmnominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarsesand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and makingchannels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 raded stone aggregate 20 mm nominal size) finished with a floatingcoat of neat cement complete as per standard design :19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. coverwith frame |
| 70 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 18.49.1 15 mm nominal bore each 506.80 |
| 71 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.20mm nominal bore. |
| 72 | Providing and fixing ball valve (brass) of approved quality complete. High or low pressure with plastic floats. as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given 20 mm nominal bore |
| 73 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 74 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893118.53.1 15mm nominal bore |
| 75 | 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 as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above given |
| 76 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm drybrick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.19.32.1 With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 |
| 77 | Providing and fixing gun metal non- return valve of approved quality (screwed end) :18.19.1 25 mm nominal bore |
| 78 | Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 Ordinary soil |
| 79 | Ordinary rock |
| 80 | Hard rock |
| 81 | 1-2 Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction 381.80 Cum |
| 82 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications). |
| 83 | 1-5 Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) |
| 84 | 11-4-3-2 Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix 1:2:4 (Hand mixed) 7002.40 Cum |
| 85 | 2-1 Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction 4,602.80 Cum |
| 86 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:5:10 (1 Cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size). by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item |
| 87 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work 18.12.1 15 mm dia nominal bore |
| 88 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work 20 mm dia nominal bore |
| 89 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work 25 mm dia nominal bore |
| 90 | Cement plaster (1:3) finished with a floating coat of neat cement. |
| 91 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with sealring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes. Please Enable Macros to View BoQ information |
