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| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil |
| 2 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand). |
| 3 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.Granite stone slab of colour black, Cherry/Ruby red(a) Area of slab over 0.50 sqm |
| 4 | Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.Wedge expansion typeFastener with threaded dia 6 mm |
| 5 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :White sand stone - exposed face fine dressed with rough backing .30 mm thick |
| 6 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. |
| 7 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces |
| 8 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes |
| 9 | 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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 10 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand) |
| 11 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 12 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work |
| 13 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 14 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 15 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 16 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 17 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 18 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and fixing over 20mm thick bed of Cement mortar 1:4 (1 cement : 4 coarse sand) etc. all complete as per the direction of Engineer-in-charge. |
| 19 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workabilitywithout impairing strength; excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Note: In case the cement content in design mix is more than the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : Concrete of M10 grade with minimum cement content of 220 kg /cum |
| 20 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Note: In case the cement content in design mix is more than the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 300 kg /cum |
| 21 | Painting & finishing on Walls/ Piers/pillars/shutters/deck slab/concrete surface with water based aliphatic acrylic anti-carbonation coating (bond by penetration of the polymeric binder into the concrete substrate) of approved brand and manufacture at all locations & levels, prepared and applied as per manufacturer's specifications including preparation of surface by filling of pin holes with cement putty, honey-combing with mortar, grinding of edges (if required) etc. complete as per manufacturer's specification. The material should have no electrostatic charge and should be Zero Volatile organic compound (VOC), weather proof, advanced anti-algae and fungal resistance, excellent dirt pickup resistance and should be applied in two or more top coats over exterior acrylic based primer made for anti carbonation paint coat of approved brand and manufacture to achieve even shade and colour, all complete as per manufacturer's specifications, IRC-80 and to give an even shade or in a pattern of different colour / shades as approved by Engineer-in-Charge and as per directions of Engineer-in-Charge. The rate comprises of all additional expenditure on account of steel plate of size (50mmx50mmx0.25mm thick) per 10Sqm area and contingencies, including deployment of Hydraulic Boom Lifts / Sky Lifts, Airless Spray Machine System & safety PPE etc. (a) Primer for anticarbonation paint 0.68 ltr per 10 sqm minimum used (b) Anticarbonation paint 3.15 ltr per 10 sqm.1) The entire painting/coating process to be executed through qualified applicators having the experience of equal or larger size of similar work in PWD or other department for or similar projects.2) The contractor has to use modern technology of painting i.e. Airless Spray Painting for better adhesion of coating with concrete surface and the smooth finish for good aesthetic looks.3) The contractor has to use boom lifts for working at all heights. (Use of scaffolding and ladders is prohibited).Note- Minimum dry film thickness after two coats shall be 200 microns.4) Work shall be executed only authorized/manufacturer applicator.5) Full quantity of the approved material shall be supplied as per theoretical quantity before execution of work with GST paid original bills. (The same material shall be issued by the concerned JE/AE from the store as per requirement during execution of work after approval of Engineer-in-Charge.)Rate shall include carriage of material from store to site of work and vice versa. (Nothings extra shall be paid for carriage / handling for all leads and lifts). |
| 22 | DSR 2023 correction factor is 0.973 as per OM 158/SE (TAS)/GST/2024/02-E dt.08/08/2024 |
| 23 | Add Cost Index @ 3% |
| 24 | Providing & fixing GRC tiles of size 230x75x15mm(M-40 Grade) for wall clading work up to 10mm height over an underlayer of 12mm cement plaster(1:3) furrig the under layer with scratching tool and jointing with grey cement slurry @3.3 kg per sqm and forming uniform groove of size 8mmx8mm including cost of scafolding etc. complete as per direction of engineer in charge |
| 25 | Credit of Old dismantled paver block received from the dismantling. The material received shall be the property of contractor after dismantling duly weight/measured before remaining from the site in the presence of Engineer-in-Charge or his authorized reperesintive all completion as per direction of Engineer-in-Charge. |
| 26 | Credit of Old kerb stone received from the dismantling. The material received shall be the property of contractor after dismantling duly weight/measured before remaining from the site in the presence of Engineer-in-Charge or his authorized reperesintive all completion as per direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
