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| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of Soil 70% and Soft Rock 30% |
| 2 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 3 | Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2coarse sand:4 graded stone agg 12.5 mm nominal size) and curing complete |
| 4 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. |
| 5 | 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 cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 8 | 15mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 9 | carriage of cement by an avg lead of 10 Km by MT & 200 m by HL |
| 10 | Carriage of sand and Aggregate by an Avg lead of 55 km by MT & 200 m by HL |
| 11 | Carriage of stone by an Avg lead of 500m by HL |
| 12 | Carriage of steel by an Avg lead of 10Km by MT & 200m by HL |
| 13 | Add cost of Sign Board |
| 14 | Add 1% contingencies= |
