|
| 1 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains , including dressing of sides and ramming of bottoms, including getting out the excavated soil/ordinary rock and disposal of surplus excavated soils upto all lead and lift as per direction of Engineer In Charge.(Ordinary Rock/Soil) |
| 2 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains , including dressing of sides and ramming of bottoms, including getting out the excavated soil/ordinary rock and disposal of surplus excavated soils upto all lead and lift as per direction of Engineer In Charge. (Hard Rock Blasting Prohibited) |
| 3 | Providing and laying cement concrete mechanically mixed 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40mm nominal size) curing complete including cost of form work in foundation & plinth and walls including attached buttresses pilasters and their caps and bases and string courses etc. upto floor two level. including carriage of material upto all leads and lifts and as per direction of Engineer In Charge. |
| 4 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. |
| 5 | Providing Tor Fe500 Grade steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto all floor level including carriage of material upto all leads and lifts and as per direction of Engineer-In-Charge. |
| 6 | Boulder filling behind retaining walls of selected hard stone including carriage of material upto all leads & lifts and as per direction of Engineer In Charge. |
| 7 | Steel work welded in built up sections / hollow section, in beams joists channels ,angles ,tee ,flats with connection plates or angle cleats as in main and cross beams, hip and jack rafters, purlins connected to common rafters and the like and in In gratings framed guard bars, ladders, railling,brackets and similar works trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint including carriage of material upto all leads and lifts and as per direction of Engineer In Charge. |
| 8 | Providing weepholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe (weight should not be less than 4kg/cm2), extending through the full with of the structures with slope of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, including carriage of material in all leads and lifts and as per direction of Engineer in Charge. |
| 9 | Dismantling of existing sewer line and shifting/re-alignment of sewerage network from its original layout to a new alignment (approx length 70 m) as directed by the Engineer-in-Charge, including careful dismantling and disposal of old sewer pipes, chambers, and allied structures; excavation of trenches to required depth and width; providing and laying new sewer pipes of approved diameter (min 200 mm ) and specification (DI/DWC/OR EQUIVALENT); construction of new manholes/chambers at required intervals including brick masonry, cement concrete, plastering, benching, channeling, and covers; complete jointing, testing, and commissioning of the sewer line; including all incidental works such as dewatering, shoring, backfilling, compaction, and site restoration. The rate shall be inclusive of all materials (including bricks, cement, concrete, sand, aggregates, pipes, etc.), labour, tools & plants, and all leads and lifts, complete in all respects as per specifications and directions of the Engineer-in-Charge. |
| 10 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. Please Enable Macros to View BoQ information |
