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| 1 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soilsBy Mannual Means |
| 2 | Excavation work by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains not exceeding1.5 m in width or 10 sqm on plan including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting outthe excavated soil and disposal of surplus excavated soil asdirected with a lead in a 50 meter including stacking of usefulmaterial if available Ordinary rock |
| 3 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 4 | M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 5 | Centering and Shuttering with plywood or steel sheetsincluding strutting, propping bracing both ways and removalof formwork for foundation , footings, strap beam, raft , basesof columns etc. |
| 6 | Providing and laying in position specified grade of cementconcrete for RCC structural elements upto floor five levelincluding curing, compaction, finishing with rendering incement sand mortar 1:3 (1 cement: 3 coarse sand) and makinggood the joints and cost of plastizers (if required ) excludingthe cost of centering, shuttering and reinforcement for Walls(any thickness) including attached pilasters, buttresses, plinthand string courses, fillets, columns, pillars, piers, abutments,posts and struts etc.M20 grade Nominal Mix / Design Mix |
| 7 | Centering & shuttering with plywood or steel sheets includingstrutting, propping bracing both ways with steel props andremoval of formwork for upto floor five level forColumns, pillars, posts and struts etc. |
| 8 | Suspended floors, roofs, landings, staircases, balconies,girders, cantilevers, bands, coping bed plates, anchor blocks,sills, chhajjas, lintel, beam, plinth beam etc. |
| 9 | Providing and fabricating reinforcement for R.C.C. workincluding straightening, cutting, bending, placing in positionand binding (including cost of binding wire) all complete up tofloor five levelHot rolled deformed bars (IS : 1139). |
| 10 | Stone cladding/ flooring work dressed bansi paharpur stone in traditional style used in cladding/flooring thk 20-25 mm. with patterns over 25 and 50 mm. thick base in cm 1:6 including pointing with cement mortar 1:2 (1 cement: 2 stone dust) with and admixture of pigment to match the shade of stone with joint thickness upto 15 mm. as per enclosed drawing and details and instruction of engineer incharge |
| 11 | Providing and fixing of Bansi Paharpur stone chajja 40 mm thick with nosing as per drawing complete. |
| 12 | Single piece of stone element with carving work in Bansi Paharpur stone includes stone pillar, stone base, todies and thabi etc carving work as per direction of engineer in charge |
| 13 | Providing and Fixing of Stone Chattris of size (1X1X1.5 ) M in Bansipaharpur stone on 4 pillars of size 0.45M Dia. as per drawing including carving, cladding etc all including required DASA copings and all attached and fixing with SS clamps and fasterners with tenax chemical ,including Planning, developing, making base, carving work, polishing, all loading-unloading, transportation, scaffolding, hoisting, installation with all required T&P (including white cement, pigment, Chemical, SS clamps and fasteners of approved brand etc.), fixing over/on base/surface as per shape-size & placement of approved drawing , finishing, surface treatment etc. covering properly till the date of opening/inauguration of site etc. under the direction of engineer incharge and as per approval from Architect Please Enable Macros to View BoQ information |
