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| 1 | Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. |
| 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. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m |
| 3 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: 5 Km : |
| 4 | Sand, bazri, ballast, kankar |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : |
| 6 | 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 7 | Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : |
| 8 | Suspended floors, roofs, landings, balconies and access platform. |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 10 | Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets,columns, pillars, piers, abutments, posts and struts etc. upto twostories excluding cost of centring, shuttering, finishing andreinforcement : including Providing /mixing of synthetic fiberscompulsorily complying with IS 16481:2022 of 06 mm/12 mm lengthto be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kgCement up to 900 gms per cum of Concrete/ mortar. |
| 11 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size). |
| 12 | Reinforced cement concrete work in beams, suspended floors,roofs having slope upto 15° landings, balconies, shelves, chajjas,lintels, bands, plain window sills, staircases and spiral stair casesupto two stories excluding the cost of centring, shuttering, finishingand reinforcement: including Providing /mixing of synthetic fiberscompulsorily complying with IS 16481:2022 of 06 mm/12 mm lengthto be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kgCement up to 900 gms per cum of Concrete/ mortar |
| 13 | M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3graded stone aggregate 20 mm nominal size) -As per design mix) |
| 14 | Random rubble masonry with hard stone in foundation and plinth : |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 16 | Brick work with FPS bricks of class designation 75 in superstructureabove plinth level upto two stories in all shapes and sizes in : |
| 17 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 18 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars/Hot rolled deformed bars |
| 19 | Random rubble dry stone Kharanja (soling) under floor. |
| 20 | Plastering with cement mortar (1:3) on Brick/stone work insubstructure/ super structure at any height complete as per clause1312 of MoRT&H specification including all material, labour,scaffolding etc. |
| 21 | 12 mm plaster on brick work |
| 22 | Grading roof for water proofing treatment with water proofingcompound |
| 23 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) |
| 24 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinthlevel : |
| 25 | 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 26 | Structural steel work riveted, bolted or welded in built up sections,trusses and framed work, including cutting, hoisting, fixing in positionand applying a priming coat of approved steel primer all complete: |
| 27 | Providing and applying plaster of paris putty of 2 mm thickness overplastered surface to prepare the surface even and smooth complete |
| 28 | Painting on G.S. sheet with synthetic enamel paint of approvedbrand and manufacture of required colour to give an even shade : |
| 29 | New work (two or more coats) including a coat of approved steelprimer but excluding a coat of mordant solution. |
| 30 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 31 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over andincluding base coat of water proofing cement paint applied @ 2.20kg/ 10 sqm). |
| 32 | Providing and fixing factory made ISI marked steel glazed doors,windows and ventilators side /top /centre hung with beading and allmembers such as F7D, F4B, K11 B and K12 B etc. complete ofstandard rolled steel sections, joints mitred and flash butt weldedand sash bars tenoned and rivetted with 15x3mm lugs, 10cm long,embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominalsize) or with wooden plugs and screws or rawl plugs and screws orwith fixing clips or with bolts and nuts as required, includingproviding and fixing of hinges, pivots, float glass panes with glazingclips and special metal sash putty of approved make and a primingcoat of approved steel primer excluding the cost of metal beadingand other fittings except necessary hinges or pivots complete as perapproved design. |
| 33 | Kota stone slab flooring 25mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed withpigment to match the shade of the slab including rubbing andpolishing complete with base of cement mortar 1 : 4 (1 cement : 4coarse sand) : |
| 34 | Area of each slab 900 to 2000 sqcm |
| 35 | Providing and fixing 1mm thick M.S. sheet door with frame of40x40x6mm angle iron and 3mm M.S. gusset plates at the junctionsand corners, all necessary fittings complete, including applying apriming coat of approved steel primer. |
| 36 | Using flats 30x6mm for diagonal braces and central cross piece. Please Enable Macros to View BoQ information |
