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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.2 With 40mm nominal size graded stone aggregate.4.1.2.2 M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate) |
| 3 | Providing and laying in position specified grade of reinforced cement concrete (nominal / design mix with 20mm nominal size graded stone aggregate) excluding the cost of centering,shuttering, finishing and reinforcement -All work up to plinth level : 5.1.1 M-20 Grade Concrete |
| 4 | Reinforced cement concrete work (with 20mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and up to floor two level excluding cost of centering, shuttering, finishing and reinforcement :5.2.1 M 20 —Grade Concrete |
| 5 | Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate)in beams, suspended floors, roofs havingslope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstaircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement inconcrete grade.5.3.1 M-20 Grade Concrete |
| 6 | Extra for R.C.C. work above floor two level for each floors or part thereof. (except items 5.27 and 5.30) |
| 7 | Demolishing brick work manually/ by mechanical means including stacking ofserviceable material and disposal of unserviceable material within 50 metres leadas per direction of Engineer-in- Charge. 15.6.3 In cement mortar. |
| 8 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-inCharge. |
| 9 | Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 metres lead of:15.27.2 Asbestos/ Non asbestors sheet |
| 10 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detalingIS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete .(Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)5.16.3 Cold twisted bars (CTD) |
| 11 | Add extra for providing reinforcement above Floor two level for every additional floor or part thereof. |
| 12 | Centering and shuttering in cluding strutting, propping etc. and removal of form for:5.9.1 Foundations, footings, bases of columns, etc. for concrete upto plinth level |
| 13 | Centering and shuttering in cluding strutting, propping etc. and removal of form for:5.9.2 Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc.5.9.2.1 Uptoplinthlevel. |
| 14 | Centering and shuttering in cluding strutting, propping etc. and removal of form for:5.9.6 Columns, P i l l a rs , Piers, Abutments, Posts and Struts. |
| 15 | Centering and shuttering in cluding strutting, propping etc. and removal of form for:5.9.3 Suspended floors, roofs, landings, balconies and access platform. |
| 16 | Centering and shuttering in cluding strutting, propping etc. and removal of form for:5.9.5 Lintels, beams, girders, bressumers and cantilevers |
| 17 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 18 | Brick work with well burnt chimney chimney bricks in bulls pattern bricks in trench kiln, crushing strength not superstructure less than 25kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete.6.4.2 Cement Mortar 1:6 (1 cement:6 sand). |
| 19 | Extra for brick work in superstructure above floor two levels for each additional floor or part thereof respective item. |
| 20 | Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete. 2.27.1 With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm) |
| 21 | Providing and fixing UPVC panelled door shutter UPVC 30 mm thick factory made PVC or UPVC door shutter made of styles and rails of a UPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a UPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S.'U' cleats. The shutter frame filled with a UPVC multi- chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod andfastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. |
| 22 | Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (having thickness 9 to 10mm) of 1st quality conforming to IS : 15622 of approved make in all colours white, ivory, grey, fume red brown laid on 20mm thick cement mortar 1:4 (1 Cement : 4 sand) including grouting the joints with white cement and matching pigments etc., complete. |
| 23 | Providing and laying rectified Glazed Ceramic wall tiles 300x450 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours white, ivory, grey, fume red brown laid on 12 mm thick cement mortar 1:3 (1 Cement : 3 sand) including grouting the joints with white cement and matching pigments etc., complete. |
| 24 | 15 mm cement plaster on the rough side of single or half brick wall of mix13.2.2 1:6 (1 cement : 6 sand) |
| 25 | 12 mm cement plaster of mix :13.1.2 1:6 (1 cement : 6 sand) |
| 26 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 27 | Chequeredterrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 sand) :11.17.1 Light shade pigment using white cement. |
| 28 | 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 andmaking good the walls and floors wherever required :17.2.1 W.C. pan with ISI marked white solid plastic seat and lid |
| 29 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast Iron P or Strap, UPVC 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 completeincluding cutting and making good thewalls and floors wherever required : 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. |
| 30 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.18.8.1.1 15 mm dia. nominal bore |
| 31 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.18.8.1.3 25 mm dia. nominal bore |
| 32 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :18.60.1 25 to 40 mm nominal bore |
| 33 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS: 8931and weighing not less than 400gm, 15 mm nominal bore. |
| 34 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gm, 15 mm nominal bore. |
| 35 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS: 8931. 15 mm nominal bore. |
| 36 | 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 overflowpipes but without fittings and the base support for tank |
| 37 | Providing and fixing wash basin with C.I. brackets, 15 mm 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 require :17.11.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap. |
| 38 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm or 40x410x 265mm sizes respectively. |
| 39 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. |
| 40 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 sand) |
| 41 | Providing and fixing bevelled 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 washers complete. |
| 42 | Providing and fixing unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type B including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes for working pressure of 4 kg/sqcm. (minimum wall thickness 3.2mm)17.58.1 75 mm diameter |
| 43 | Providing and fixing unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type B including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes for working pressure of 4 kg/sqcm. (minimum wall thickness 3.2mm)17.58.2 110 mm diameter |
| 44 | Providing and fixing unplasticised PVC moulded fittings/ accessories for unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.17.59.5 Bend 87.5017.59.5.1 75 mm bend |
| 45 | Providing and fixing unplasticised PVC moulded fittings/ accessories for unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.17.59.5 Bend 87.5017.59.5.2 110 mm bend |
| 46 | Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 47 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound) content less than 50 grams/ltr of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. Two or more coat on new work. |
| 48 | Providing and laying factory made machine pressed precast cement concrete interlocking paver block of any shape and size conforming to IS:15658- 2006 and ISI marked of 60 mm thickness, M-30 grade with grey cement and pigment all as specified. Made by block making machine with strong vibratory compaction, laid in required colour andpattern over and including 50mm thick compacted bed of stone dust, filling the jointswith sand etc. all complete as per thedirection of Engineer-inCharge. Please Enable Macros to View BoQ information |
