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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 148 (1 cement 4 coarse sand 8DSR 4.1.8 (VOL-1)graded stone aggrenate) Reinforced cement concrete work in |
| 3 | Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 11.53 (1) cement 1.5 coarse sand(zone-III) derived from natural sources 3 graded stone aggregate 20 mm DSR 5.3 (VOL-I |
| 4 | As in item no. 5 above but for footing (Using 1 1.5 3(1 cement 1.5 coarse sand 3 stone aggregates) Mix |
| 5 | As in item no. 5 above but for beams (Using 1 1.5 3(1 cement 1.5 Coarse sand 3 stone aggregates) Mix Concrete) (M-30) |
| 6 | As in item no. 5 above but for columns (Using 1 1.5 3(1 cement 1.5 Coarse sand 3 stone aggregates) Mix concrete) (M-20) |
| 7 | As in item no. 5 above but for slabs (Using 11.5 3(1 cement 1.5 Coarse sand 3 stone aggregates) (M-20) |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinthDSR 5.22A (VOL-Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 9 | Providing and applying cement plaster of 12 mm in 16 (cement sand) ratio to internal walls including surface preparation, raking out joints, cleaning, curing, scaffolding, and all necessary materials, labor, and tools required to complete the work in all respects as per drawing and direction of the Engineer-in-DSR (VOL 13.4 |
| 10 | Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 13 (1 cement 3 coarse sand) and cement slurry @ 3.3 kg/sgm including pointing in white cement complete.DSR 8.9. VO |
| 11 | Carrying out necessary road maintenance and repairing of existing drainage system damaged or disturbed during excavation of foundation work for the entrance gate. The work includes reinstatement of road surface to original condition, repairing or reconstruction of damaged drainage sections, proper compaction, leveling, disposal of debris, and finishing the site clean and functional as per site penditione Please Enable Macros to View BoQ information |
