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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. in all kind of soil |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinthsides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, leadup to 50 m and lift upto 1.5 m. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level in 1:4:8 (1 Cement : 4 Fine sand : 8 graded stone aggregate 40 mm nominal size). |
| 4 | Providing and laying in position cement concrete of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 5 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level withCement mortar 1:6 (1 cement : 6 coarse sand) |
| 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) |
| 7 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth inCement mortar 1:4 (1 cement : 4 coarse sand) |
| 8 | 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) |
| 9 | 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) |
| 10 | 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) |
| 11 | Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. |
| 12 | Centring and shuttering including strutting,ropping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. |
| 13 | Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 14 | Centring and shuttering including strutting,ropping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 15 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Hot rolled twisted bars. |
| 16 | Steel work welded in built up section/framed work including cuttin in position and applying a priming coat of approved steel primer us required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 17 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and nuts as required including fixing of necessary butt hinges and screws and applyinFixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 18 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes |
| 19 | 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 threshold of mild steel angle of section 50x25mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge |
| 20 | 12 mm cement plaster of mix. 1:6 cement and fine sand mortar. |
| 21 | 15 mm cement plaster on rough side of single or half brick wall of mix1: 6 (1 cement: 6 fine sand) |
| 22 | Providing and fixing 30 mm th. ISI marked flush door shutters including stailness butt hinges with necessary screw 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 |
| 23 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :9.62.2 250x16 mm |
| 24 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 200x10 mm |
| 25 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm |
| 26 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded 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 |
| 27 | Brick edging 7cm wide 11.4cm. deep to plinth protection with bricks of class designation 75 including grouting with cement mortar 1:4 (1 cement : 4 fine sand) |
| 28 | 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. |
| 29 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm with top and bottom rail of T-iron 40x40x6mm with 40mm pulleys complete with bolts, nuts, locking arrangement, stopp handles, including applying a priming coat of approved steel prime |
| 30 | 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, conforming to IS : 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. |
| 31 | Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqmover and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 32 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC contentless than 50 gram/litre |
| 33 | Painting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade :13.62.1 Two or more coats on new work over an under coat ofsuitable shade with ordinary paint of approved brand and manufacture |
| 34 | 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 (1 cement : 4 coarse sand) jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 35 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall15 mm dia. nominal bore |
| 36 | Providing and fixing brass stop cock of approved quality15 mm nominal bore |
| 37 | Concealed pipe with anti corrosive bitumastic paint, cutting chases and making good the wall15 mm dia nominal bore |
| 38 | Providing and fixing ball valve (brass) of approved quality completeHigh or low pressure with plastic floats15 mm nominal bor |
| 39 | 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 |
| 40 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:893115 mm nominal bore |
| 41 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms15mm nominal bore.. |
| 42 | Providing and fixing mirror of superior glass (of approv quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. with plastic moulded frame of approved make and shades with 6 mm thick hard board backing:Rectangular shape 453x357mm |
| 43 | Constructing brick masonry chamber for underground C.I. inspecti and bends with 75 class designation bricks in cement mortar 1:4 ( coarse sand) C.I. cover with frame (light duty) 455x610 mm intern total weight of cover with frame to be not less than 38 kg (weight and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 ceme sand : 4 graded stone aggregate 20 mm nominal size) foundation (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nomin plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coar smooth with a floating coat of neat cement on walls and bed concr complete as per standard design :With F.P.S. bricksInside dimensions 455x610 mm and 45 cm deep for single pipe line |
| 44 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid |
| 45 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32White Vitreous China Flat back wash basin size 550x400 mm with brass pillar tap. |
| 46 | Providing and fixing on wall face unplasticised Rigid PVC rain water conforming to IS : 13592 Type A including jointing with seal ring c 5382 leaving 10 mm gap for thermal expansion, (i) Single sockete75 mm diameter |
| 47 | Providing and fixing on wall face unplasticised Rigid PVC rain water conforming to IS : 13592 Type A including jointing with seal ring c 5382 leaving 10 mm gap for thermal expansion, 110 mm diameter |
| 48 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conformingto IS : 13592 Type A, including jointing with seal ring conforming toIS : 5382, leaving 10 mm gap for thermal expansion. Coupler 75 mm |
| 49 | Providing and fixing on wall face unplasticised - PVC moulded fittin for unplasticised Rigid PVC rain water pipes conforming to IS : 135 including jointing with seal ring conforming to IS : 5382 leaving 10 thermal expansion.Coupler110 mm |
| 50 | Providing and fixing on wall face unplasticised - PVC moulded fittin for unplasticised Rigid PVC rain water pipes conforming to IS : 135 including jointing with seal ring conforming to IS : 5382 leaving 10 thermal expansion.Single tee with door110x110x110 mm |
| 51 | Providing and fixing on wall face unplasticised - PVC moulded fittin for unplasticised Rigid PVC rain water pipes conforming to IS : 135 including jointing with seal ring conforming to IS : 5382 leaving 10 thermal expansion.Bend 87.5°,75 mm bend |
| 52 | 12 mm cement plaster finished with a floating coat of neat cement of mix1:3 (1 cement: 3 fine sand) |
| 53 | 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. |
| 54 | Extra for providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement. |
| 55 | Providing&laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface prepration, first layer of slurry of cement@ o.488kg/sqm mixed with waterproofing compound &.0.253kg/sqm (b) laying second layer of fiber glass cloth when the first layer is still green. overlaps of joints of fiber glass cloth should not be less than 10 cm.(c)third layer of 1.5mm thickness consisting of slurru of [email protected]/sqm mixed with waterproofing [email protected]/sqm and course [email protected]/sqm thish will be allowed to air cure for 4 huors followed by wter curring for 48 hours. the entire treatment will be taken up to 30cm on parapit wall and tucked into groove in parapit all around(d) fourth &final layer of brick tiling with cement morter (which will be paid seprately .for purpose of measurement the entire treated surface will be measured. |
| 56 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick. |
| 57 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge |
| 58 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) |
| 59 | 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) |
| 60 | 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) |
| 61 | Excavation in Hilly Areas in Soil by manual means. Excavation in soil in Hilly Area by manual means 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 drawing and Technical Specification Clause 1603.1 |
| 62 | 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 dawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction |
| 63 | Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504. Please Enable Macros to View BoQ information |
