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| 1 | Providing and laying in positioncement concreteofspecifiedgrade excluding the cost of centering and shuttering :All work upto plinth level : |
| 2 | 1 : 2 : 4(1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size). |
| 3 | 1 : 5 : 10 (1 Cement : 5 coarse sand :10gradedstoneaggregate 40 mm nominal size). |
| 4 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 5 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 7 | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal sized). |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete |
| 10 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 11 | Suspended floors, roofs, landings, balconies and access platform |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 15 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 16 | Brick work with common burnt clay F.P.S.bricksof classdesignation 35 infoundation and plinth in : |
| 17 | Cementmortar 1 : 6( 1 cement : 6 coarse sand). |
| 18 | Structural steel work riveted, bolted or welded in built up sections trusses and framed work including cutting, hoisting,fixingin positionand applying a priming coat of approved steel primer all complete. |
| 19 | Providing and fixing onwall face unplasticised Rigid PVC rain water pipes conformingto IS : 13592 Type A including jointing with sealring conformingtoIS : 5382leaving 10 mm gapforthermal expansion : Single socketed pipes : |
| 20 | 75 mm diameter. |
| 21 | 110 mm diameter. |
| 22 | Providingandfixing on wallface unplasticised - PVCmouldedfittings /accessories for unplasticised RigidPVC rain water pipesconforming to IS : 13592Type Aincludingjointingwith seal ring conforming toIS : 5382 leaving 10 mmgapforthermal expansion : |
| 23 | Bend 87.5 degree : |
| 24 | 110 mm bend. |
| 25 | Shoe (plain) : |
| 26 | 110 mm shoe. |
| 27 | Providing andfixingunplasticised-PVC pipe clipsof approved designto unplasticised - PVCrain water pipes bymeansof 50 x 50 x 50 mm hardwood plugs,screwedwith M.S.screwsof requiredlength including cutting brickworkand fixing in cement mortar1 : 4( 1cement : 4 coarse sand)and making goodthe walls etc complete : |
| 28 | 110 mm. |
| 29 | 12 mm cement plaster of mix : |
| 30 | 1 : 6 (1 cement : 6 fine Sand ). |
| 31 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 32 | 1:6 (1 cement: 6 fine sand) |
| 33 | Repairs to plaster of thickness 12 mm to 20 mmin patches ofarea 2.5 sq meters20 mmin patches ofarea 2.5 sq meters and underincludingcuttingthe patch in propershape, raking out jointsand preparing and plastering thesurface of the walls complete including disposal of rubbishtodumpinggroundwithin50 metres lead : |
| 34 | With cement mortar1 : 4(1 cement :4 coarse sand). |
| 35 | Renewingglass panes and refixing existing wooden fillets : |
| 36 | Float glass panes of thickness 4 mm. |
| 37 | Demolishing cement concrete & CC Flooring manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 38 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 39 | Demolishing R.C.C. work ( like Chajja, Beam, R.C.C. walls, R.C.C. Fins & Slab at all Height ) manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 40 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 41 | In cement mortar |
| 42 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 43 | Of area 3 sq. metres and below |
| 44 | Repairs to wooden / aluminium doors,windows etc. including dismantling and refixing the same with screws, or by welding if required hinges,etc. doing all the operation complete as per direction of Engineer in charge. [Note: New Section, new hinges, fittings etc. if required will be paid for separately]. |
| 45 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : |
| 46 | For fixed portion |
| 47 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 48 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). |
| 49 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 50 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): |
| 51 | With float glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) |
| 52 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint rush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. |
| 53 | Bars upto 12 mm diameter |
| 54 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. |
| 55 | Upto and including 12mm dia. |
| 56 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. |
| 57 | Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make |
| 58 | Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structural members e.g. lumns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of RCC member. Note: Rates shall be for finished surface area of concrete and shall include the cost of making holes in existing RCC slab, if required, for pouring concrete in shuttering mould of jacket and appropriate approved Super-Plasticiser for rendering concrete as flowable self compacting and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument) |
| 59 | 75mm thick in Grade M 25 with cement content not less than 330 kg per cum |
| 60 | Providing and fixing double scaffolding system (with bamboo) on the exterior side, up to seven story height made with 40 mm dia Bamboo 1.5 m centre to centre, horizontal & vertical bamboo joining with Coconut Rassi, challies, Bamboo staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. |
