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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: Ordinary Rock (1 meter from cutting edge). |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 3 | Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete. |
| 4 | Providing and laying cement concrete in kerbs, steps and the like at or near ground level including curing, excluding the cost of centering, shuttering, and finishing.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 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 centering, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms |
| 7 | Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in: Cement mortar 1:3 ( 1 cement : 3 coarse sand). |
| 8 | Supply of HDPE 200mm PN10 PE100 SDR13.6 HDPE Pipe conforming to IS 4984:2016(ISI) with latest amendment Wall Thickness (14.8-16.4)mm. |
| 9 | Jointing of HDPE 200mm PN10 |
| 10 | RANDOM RUBBLE MASONRYRandom Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand): Nallah |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Mild steel and medium tensile steel bar |
| 12 | CEMENT PLASTER (IN FINE SAND)12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) |
