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| 1 | Excavation work by mechanical means (hydraulic excavator)/manual means below existing ground level in all kinds of soil and profiles other than rock for foundations including foundation trenches for rafts, column pits, pavements. manholes, wall footings, pipelines, tanks, etc. including shoring. strutting, dewatering. dressing sides, leveling, grading and compaction by mechanical means & preparation of base to receive the lean concrete etc. backfilling in bottom & sides of foundations in layers not exceeding 200 mm, watered, rammed and consolidated, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. complete in all respect as per specifications, drawings and as directed by Engineer-in-charge] |
| 2 | .0.0 M to 2.0 M Depth |
| 3 | Backfilling with fly ash/earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer –in–charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. with available excavated earth/soil within project site. |
| 4 | with earth/soil brought from outside |
| 5 | Providing. mixing. laying. consolidating and curing in position plain cement concrete (without fly ash) excluding the cost of centering and shuttering with necessary slopes as specified for foundations, grade slabs, ramps, sills, copings, trenches, filling to space, etc. for any thickness and all depths and heights using graded coarse aggregates from 40 mm to 10 mm complete in all respect as per specifications, drawings and as directed by Engineer-in-charge. |
| 6 | in 1:4:8 pcc under floors (screeding) |
| 7 | in 1:4:8 pcc under foundations |
| 8 | Providing, mixing, laying. vibrating, curing and roughening to surfaces wherever required, dewatering wherever required, 1:1:2 (1 cement: 1 coarse sand (zone-II) derived from natural sources 2 graded stone aggregate) reinforced cement concrete equivalent to batching plant mixed reinforced cement concrete of Design mix M25 grade excluding the cost of centering shuttering and reinforcement but including all required super plasticizer & retarders etc. and with minimum cement content as per all relevant & applicable IS codes) to required levels and shape at all heights and depths using 20 mm max to 6 mm size well graded aggregates as per drawing and specifications. The rate shall also include provision of shrinkage strips, Construction L joints, Contraction joints, Control joints and shear keys as per structural drawings complete in all respect as per specifications, drawings and as directed by Engineer-in-charge |
| 9 | in walls (any thickness) including pilasters, buttresses, shear walls, retaining walls in suspended slabs, balconies, chajjas, canopies, in lintels, floor slabs & beams, curved beams, lintel beams, gutter beams, trenches, sumps, manholes, staircases, landing of stairs, steps |
| 10 | in louvers, fins, facias, pardis, coping etc. In foundations, footings, foundation beams, piers, pedestals, plinth beams etc. stitching slabs, rafts, |
| 11 | Providing. erecting and fixing adequate and good quality, leak proof, formwork/shuttering upto a floor height of 4.5 meter for suspended roofs. beams, soffits, balconies, columns, shear walls, retaining walls, foundations, footings, foundation beams. staircases, over head water tanks etc. including centering. strutting. propping. bracing, bolting. welding and staging etc. complete & keeping the same to the lines and levels to required shape, size at all depths and heights as per drawing and specifications and removing the same after specified period complete in all respect as per specifications, drawings and as directed by Engineer-in-charge. |
| 12 | Foundations. footings, bases of columns, etc. for mass concrete |
| 13 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.Suspended floors, roofs, landings, balconies and access platform |
| 14 | Providing and placing in position thermo mechanically treated steel reinforcement in RCC works (including cost of binding wire & concrete cover blocks) as per drawings and specifications, at all heights and depths including carting, cleaning, straightening, cutting, stacking, bending. placing andtying, etc., (binding the reinforcement with 18mm gauge annealed wire etc. for all sizes of bars at each junction) including all astatage/cut pieces, complete in all respect as per specifications, drawings and as directed by Engineer-in-charge. |
| 15 | Thermo Mechanically Treated Bars of Fe-500 |
| 16 | Providing, laying and constructing first class burnt brick masonry of thickness 230 mm and above in specified cement mortar at all heights and depths for compound walls, wallfootings, parapets, partitions, steps, drains, manholes, trenches, etc. including raking out joints, staging scaffoldings and curing, etc. complete in all respect as per specifications, drawings and as directed by Project Manager. |
| 17 | In cement mortar 1:6 (cement:6 coarse sand) in foundation and plinth complete. |
| 18 | Same as Item No. 5 of B but for thickness 115 mm in cement mortar 1:4 (1 cement: 4 coarse sand) including supplying. placing and embedding 2 nos. 6 mm bars on every fourth course etc. at all heights & depths complete in all respect as per specifications, drawings and as directed by Project Manager. |
| 19 | Providing and applying cement plaster in cement mortar at all levels/heights/depths and shapes including surface preparation. staging. scaffolding roughening. finishing the surfaces & edges curing. etc. complete including bands, grooves, mouldings including providing & fixing 200mm wide chicken wire mesh at the junctions of RCC & brick masonry with overlapping of 100mm on either side as approved sample and drip course complete in all respect as per specifications, drawings and as directed by Project Manager. |
| 20 | for ceiling, 6-10 mm thick in 1:4(1 cement : 4 fine sand) |
| 21 | for walls 12-15 mm thick in 1:6(1 cement : 6 fine sand ) |
| 22 | Providing and applying two or more coats of class I synthetic enamel paint on steel surfaces like doors, windows, frames and trusses ete. of approved make and shade including coat of primer, erection & removal of staging & scaffolding etc., at all heights & levels complete as per manufacturer\"s specifications technical specifications, drawings and as directed by the Engineer-in-charge. |
| 23 | Providing and applying 3 coats of Acrylic emulsion paint of approved manufacturer, colour and shade at all heights and levels to all internal surfaces (walls & ceiling) including preparation of all surfaces and undulations with putty of approved make and sand papering the same, making up all the holes and undulations depressions including a base coat of matching primer, erection & removal of necessary staging, scaffolding, etc. complete in all respect as per specifications, drawings and as directed by the Engineer-in-charge. |
| 24 | Providing, laying & fixing machine cut Kota stone of 20mm thickness of approved size, texture & colour in flooring, treads & skirting laid over 20 mm thick (average) bed of cement mortar 1:4 (cement : 4 coarse sand) at all heights & levels including jointing the thin joints in grey cement slurry with pigments to match the shade of stone, grinding, rubbing, curing & polishing etc. complete in all respect as per specifications, drawings and as directed by Engineer-in-charge. |
| 25 | Providing, laying & fixing machine cut Kota stone of 20mm thickness of approved size, texture & colour in flooring, treads & skirting laid over 12 mm thick (average) bed of cement mortar 1:4 (cement : 4 coarse sand) at all heights & levels including jointing the thin joints in grey cement slurry with pigments to match the shade of stone, grinding, rubbing, curing & polishing etc. complete in all respect as per specifications, drawings and as directed by Engineer-in-charge. |
| 26 | Demolition cement concrete manually/by mechanical means including disposal of the same within 50 meters lead complete in all respect as per specifications, drawings and as directed by Engineer-in-charge. |
| 27 | Nominal mix 1:3:6 or richer mix (including equivalent concrete design mix) |
| 28 | Demolishing reinforced cement concrete (RCC) in all mixes, in foundations, sub-structure and super structure, at all heights/depths, including disposal of unserviceable materials within 50 meters complete in all respect as per specifications, drawings and as directed by Engineer-in-charge. |
| 29 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposable of unserviceable material within 50 meters lead complete in all respect as per specifications, drawings and as directed by Engineer-in-charge. In Cement Mortar |
| 30 | Demolishing stone rubble masonry work manually/by mechanical means including stacking of serviceable material and disposable of unserviceable material within 50 meters lead complete in all respect as per specifications, drawings and as |directed by Engineer-in-charge. In Cement Mortar |
| 31 | Dismantling doors, windovws and fixed panels (anodized aluminium, steel) including chowkhats. shutters, glass. architrave, holdfasts, hinges etc. complete and stacking within 50 meters lead complete in all respect as per specifications, drawings and as directed by Engineer-in-charge. |
| 32 | Of area 3.0 Sq. Meter and below |
| 33 | Of area beyond 3.0 Sq. Meter |
| 34 | Supplying, transporting, fabricating, erecting, structural steel (Fe 250) frame work at all levels including cutting, welding, seal welding, bolting, threading, wherever necessary and generally as per the enclosed specifications and drawings for framed work. louvers, brackets, sag rods, built up sections, and painting with two coats of red oxide zinc chromate primer, (total D.F.T. 50 microns) as per specification including surface preparation with mechanical wire brushing and hand cleaning etc. Item includes all necessary materials/fixing/finishing etc. complete in all respect as per specifications, drawings and as directed by Engineer-in-charge. |
| 35 | Providing and fixing High Grade Aluminium coating profile sheet (0.6 mm thick) of JSW make or equivalent ribbed profile all floors including making necessary holes screws and other fixture as required complete in all respect at all floors. (Rate shall include scaffolding which shall be provided by the contractor with all the safety of the workers employed and nothing extra shall be paid on this account). Item includes all necessary materials/fixing/finishing etc. complete in all respect as per specifications, drawings and as directed by Engineer-in-charge. |
