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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 kinds of soil. |
| 2 | 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 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 3 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth inCement mortar 1:4 (1 cement : 4 coarse sand) |
| 4 | 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) |
| 5 | Half brick masonry with F.P.S. bricks of class designation 75 in superstructure abov plinth level upto floor V level inCement mortar 1:4 (1 cement :4 coarse sand) |
| 6 | Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry (with F.P.S. bricks). |
| 7 | Providing and laying in position specified grade of reinforced cement concrete1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | Reinforced cement concrete work in walls (any thickness), includingReinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate20 mm nominal size) |
| 9 | Reinforced cement concrete work in Beam,suspended floor roof having slop up to 15 degree landing balcony shelf chajjas lintels band plain windoe cills staircase & sprial stair case etc. up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate20 mm nominal size) |
| 10 | Centring and shuttering including strutting,ropping etc. and removal of form forCentring and shuttering for foundations, footings, bases of columns, etc. for mass concrete. |
| 11 | Centring and shuttering including strutting,ropping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. |
| 12 | Centring and shuttering including strutting,ropping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 13 | Centring and shuttering including strutting,ropping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts |
| 14 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. TMT bars Fe500D |
| 15 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 16 | 12 mm cement plaster of mix1:6 (1 cement : 6 fine sand |
| 17 | 15 mm cement plaster on rough side of single or half brick wall of mix1: 6 (1 cement: 6 fine sand) |
| 18 | 12 mm cement plaster of mix1:4 (1 cement : 6 fine sand |
| 19 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) 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 @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 20 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption’s 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) including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 60x60 cm |
| 21 | 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 teak 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. |
| 22 | Providing and fixing ISI marked oxidised M.S. sliding door bolts withnuts and screws etc. complete :300x16 mm |
| 23 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, 200x10 mm |
| 24 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS125 mm |
| 25 | Concealed pipe with anti corrosive bitumastic paint, cutting chases and making good the wall15 mm dia nominal bore |
| 26 | Concealed pipe with anti corrosive bitumastic paint, cutting chases and making good the wall 20 mm dia nominal bore |
| 27 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work)15 mm dia. nominal bore |
| 28 | Providing and fixing brass stop cock of approved quality15 mm nominal bore |
| 29 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)20MM nominal bore |
| 30 | Providing and fixing ball valve (brass) of approved quality completeHigh or low pressure with plastic floats15 mm nominal bore |
| 31 | 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 |
| 32 | 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.. |
| 33 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:893115 mm nominal bore |
| 34 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15mm nominal bore. |
| 35 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115 mm nominal bore |
| 36 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mmWhite Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. |
| 37 | Providing and fixing white vitreous china pedestal type water closet (European typeW.C. pan with ISI marked white solid plastic seat and lid |
| 38 | White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C. brass pillar tap. |
| 39 | Providing and fixing PTMT grating of approved quality and colour.100 mm nominal dia. |
| 40 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 75 class designation bricks 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 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finishedWith F.P.S. bricksInside dimensions 455x610 mm and 45 cm deep for single pipe line : |
| 41 | Finishing walls with Acrylic Smooth exterior paint of required shadeNew work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). |
| 42 | providing and applying white cement based putty of average thickness 1mm of approved brand and manufacture, over plastered wall surface to prepare the surface even and smooth complete |
| 43 | Distempering with 1st quality acrylic washable distemper (ready made) of approved manufacturer and of required shade and colour complete, as per manufacturer’s specificationTwo or more coats on new work. |
| 44 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shadeTwo or more coats on new work |
| 45 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honeycomb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m longcomplete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 46 | Earth work in excavation by mechanical / manual means in foundation trenches or drains i/c lift upto 1.5 m, i/c disposal of surplus excavated soil within a lead of 50 m. |
| 47 | P/L in position CC 1:4:8 (1 Cement : 4 c/sand : 8 st. agg. 40 mm size) excluding the cost of c/shuttering - All work upto plinth level. |
| 48 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth inCement mortar 1:6 (1 cement : 6 coarse sand |
| 49 | P/L in position RCC 1:1.5:3 (1 cement : 1.5 c/sand : 3 stone agg. 20 mm size) ex. the cost of c/shuttering, finishing and reinf. - All work upto plinth level (in foundation). |
| 50 | 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) |
| 51 | Reinforced cement concrete work in walls (any thickness), includingReinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate20 mm nominal size) |
| 52 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 53 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform |
| 54 | Centering and shuttering i/c strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 55 | Centering and shuttering i/c strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 56 | Centering and shuttering i/c strutting, propping etc. and removal of form f Edges of slabs and breaks in floors and walls cm wide metre Above 20 cm wide sqm Cornices and mouldings |
| 57 | Reinforcement for R.C.C. work i/c straightening, cutting, bending, placing in position and binding all complete --TMT - bars. |
| 58 | 20 mm cement plaster of mix. 1:4cement and fine sand mortar. |
| 59 | Finishing walls with Acrylic Smooth exterior paint of required shadeNew work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). |
| 60 | Centering and shuttering i/c strutting, propping etc. and removal of form for: Arches, domes, vaults up to 6 m span |
| 61 | Centering and shuttering i/c strutting, propping etc. and removal of form for: Extra for arches, domes, vaults exceeding 6 m span |
| 62 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). -- Suspended floors, roofs, landing, beams and balconies. |
| 63 | Kata stone slab flooring over 20 mm (average) thick base laid over andjointed with grey cement slurry mixed with pigment to match the shadeof the slab, including rubbing and polishing complete with base of cementmortar 1 : 4 (1 cement: 4 coarse sand) |
| 64 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as perdirection of Engineer-in-charge, with reinforced rbedtape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) Please Enable Macros to View BoQ information |
