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| 1 | Earth work in excavation by manual means over areas exceeding 30cm and upto 1.5m in depth, 1.5 m in width as well as 10 sq meter on plan including disposal of earth to be leveled and neatly dressed 25m(70% All kinds of soils and 30% Ordinary Rock ) |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level.1:4:8( 1 cement : 4 coarse sand : 8 graded stone aggregate;40mm normal size) Nallah stone |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level.1:2:4( 1 cement : 2 coarse sand : 4 graded stone aggregate;40mm normal size) Nallah stone Bed for tank |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level.1:3:6( 1 cement : 3 coarse sand : 6 graded stone aggregate;40mm normal size) Nallah stone |
| 5 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost ofcentering, shuttering, finishing and reinforcement. All works upto plinth level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 6 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and strutsupto floor five level including curing but excluding cost ofcenteringshuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 7 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto15 degrees landings balconies, shelves, chajjas ,lintels ,bands plainwindow sills, staircases and spiral stairs cases upto floor five level excluding the cost ofcentring, shuttering, finishing and reinforcement with 1:2:4 (1cement:2 coarse sand : 4 graded stone aggregate; 20mm normal size) |
| 9 | Reinforced cement concrete work in arches, arch ribs, domes, vaults, Folded plates and roofs having slope more than 150 upto floor five level excluding the cost of centering, shuttering, finishing and reinforcementwith 1:2:4 (1cement:2 coarse sand : 4 graded stone aggregate; 20mm normal size) |
| 10 | Cantering and shuttering including strutting, propping etc and removalof form work for:-(a) Walls (any thickness ) including attached plasters, buttresses, plinth and string courses etc. (Including 20% extra for circular work) Foundations, footings, bases of columns etc. for mass concrete. |
| 11 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.Lintel, beams, plinth beams, girders, bressumers and cantilevers. For S/R |
| 12 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. For tank |
| 13 | suspended floorroof landings |
| 14 | Edges of slab |
| 15 | Arches, domes, vaults upto 6 m span |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 17 | 12 mm cement plaster finished with a floating coat of neat cement mix (1:3) 1 cement : 3 fine sand. |
| 18 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 50mm thick 12.5mm nominal size stone aggregate |
| 19 | Steel work welded in built up section / framed work including cutting hoisting fixing in position complete and applying a priming coat of approved steel primer. =01 No. |
| 20 | Dry random rubble masonry with hard stone in foundation and plinth: (Without bond stone) |
| 21 | Carriage of stone form nerast source to site of work at an avg distance of 01 KM by H/L . |
| 22 | Supply and fixing of PGI sheet in wall joints |
| 23 | Carriage of Cement from nearest sourceto road sideof work for an average distance of 47 km by M.T |
| 24 | Steel |
| 25 | Carriage of material fromroad side to site of work for an av. Distance of 15 km. by head load.Cement= |
| 26 | Steel= |
| 27 | Carriage of material fromroad side to site of work for an av. Distance of 04 km. by head load.Sand= |
| 28 | Agg 20mm= |
| 29 | Carriage of material fromnearest source to site of work for an average Distance of 01 KM by Head Load Agg. 40mm |
