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| 1 | 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-incharge.3.1.1 In cement mortar |
| 2 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. 4.10.1 In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. 4.10.1.1 Depth upto 1.5 m |
| 3 | Random rubble dry stone Kharanja (soling) under floor. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 5 | Random rubble masonry with hard stone in foundation and plinth : 25.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 6 | Reinforcement for R.C.C. work at all levels including straightening,cutting, bending, placing in position and binding all complete.Hot rolled deformed bars |
| 7 | Centring and shuttering with plywood or steel sheet upto two stories( each story of height upto 3.5 metre from floor level) includingstrutting, propping etc. and removal of form for :22.1.1 Foundations, footings, bases of columns, etc. for mass concrete. |
| 8 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 9 | Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories. |
| 10 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 1:4 (1 cement : 4 fine/ coarse sand) |
| 11 | Finishing walls with water proofing cement paint of required shade : 32.33.1 New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 12 | Finishing walls with Acrylic Smooth exterior paint of required shade :32.35.1 New 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). |
| 13 | Providing & fixing precast cement concrete coping 1 : 2 :4 mix 50mm thick complete as per specification |
| 14 | Providing, laying and spreading of granular sub-base by providingcoarse graded Material (Table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing BY MIX IN PLACE METHOD with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grading - III Material |
| 15 | Providing and laying rolled cement concrete mix of M-10 base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum aggregate cement ratio 15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve the designed flexural strength, finishing and curing complete as per clause 603,112 of MoRT&H specification including allmaterial labour,machinery, lighting, guarding and maintenance of diversion. |
| 16 | Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic viebro pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement.80 mm thick |
| 17 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceablematerial within 50 metres lead. |
| 18 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 19 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material within 50 meters lead as directed by Engineer-in-charge. |
| 20 | Kota stone slab flooring 25mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed withpigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4coarse sand) :30.25.1 Area of each slab 900 to 2000 sqcm |
| 21 | Grading roof for water proofing treatment with water proofing compound31.62.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 22 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 23 | Dismantling doors, windows and clerestory windows (steel or wood)shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 3.3.1 Of area 3 sq. metres and below |
| 24 | Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.29.17.1 Hot finished welded type tubes |
| 25 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.29.5.1 Using M.S. angels 40x40x6 mm for diagonal braces. |
| 26 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. |
| 27 | Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100mm sand cast Iron P or S trap, 10 litre low level whiteP.V.C. flushing cistern with manually controlled device (handle lever)conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :36.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. |
| 28 | 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 :36.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. |
| 29 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 34.48.1 15 mm nominal bore. |
| 30 | Providing at site, lowering & laying in trenches, aligning & jointing of U-PVC pipe as per IS 13592 (amended up to date) and as per specifications with rubber rings with socket and spigot joint,(EPDM/SBR) for all depths for pipe length as per drawing andspecification including hydraulic field testing (including the cost andconveyance of water to site for testing) and commissioning etc complete as directed by Engineer for house sewer connection work.Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspectionchambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chambershall not be payable.17.27.1 110 mm Nominal Dia |
| 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 | Wiring of light point/ fan point/ exhaust fan point/ call bell point with1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it's ISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thick Hot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch, Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws, makingconnections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiringaccessories refer Chapter-53, 54 & 56 for additional technical parameters of product / work refer Annexure 'A' attached with this BSR50.1.1 Short point (up to 3 mtr.) |
| 33 | Short point (up to 6 mtr.) |
| 34 | Short point (up to 10 mtr.) Please Enable Macros to View BoQ information |
