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| 1 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation and getting out in soft/loose soil complete all as specified and as directed. |
| 2 | Excavation in trenches not exceeding 1.5m wide and exceeding 1.5m but not exceeding 3.0m in depth and getting out in soft/loose soil complete all as specified and as directed. |
| 3 | Removing excavated material (soil) exc 250 Mtrs but not exc n exc 500 m & depositing where directed at a level n exc 1.5 m above the starting point, completed all as specified and as directed. |
| 4 | Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25cm using excavated soil, complete all as specified and as directed. |
| 5 | M&L for PCC (1:4:8) type-D2 with using 40 mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed. |
| 6 | M&L brick work with sub class 'B' bricks, old size bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar (1:6) complete all as specified and directed. |
| 7 | M&L Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 for finished even and smooth with out using extra cement complete all as specified and as directed. |
| 8 | M&L providing pre cast reinforced cement concrete type B-1, (1:2:4), (using 20 mm graded stone aggregate), as in cover slab in set mortar 1:4, complete all as specified and directed. Note: TMT bars will be measured and paid seperately |
| 9 | M&L providing plain cement concrete type B0 (1:2:4), (using 12.5 mm graded stone aggregate), as in water troughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and directed. |
| 10 | M&L plain cement concrete type B-2, (1:2:4),(using 40 mm graded stone aggregate), as in coping and benching including use and waste of form work and finishing the exposed faces of concrete even and smooth without using extra cement, complete all as specified and directed. |
| 11 | M&L for cutting of existing bituminous road for laying DWC pipe appropriate dia with appropriate depth and make good the same with filling 150mm thick PCC 1:1.5:3 from top of the surface over 200 mm thick hardcore after compaction of filled earth not exceding 250mm in layers, complete all as specified and directed. Note: Hardcore will be measured and paid separately under item Sl No: 16 |
| 12 | M&L Concrete bed to drain pipes of 200mm bore pipe including packing under, and haunching against the sides of pipes after they are laid and tested; in 1:3:6 type C2 (40mm graded crushed stone aggregate) complete all as specified and directed. |
| 13 | M&L TMT bar 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed. |
| 14 | Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting outexisting benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type, B-1 smooth finished, and reforming benching for 200 mm dia pipe, complete all as specified and as directed. |
| 15 | S & F for DWC pipe 200 mm dia, with coupler SN-08 confirming to IS 16098 (Part 2) : 2013, laid in trenches and jointed, complete all as specified and as directed. |
| 16 | M&L Hardcore of gauge n exc. 63 mm, Broken stone or boulders, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface,complete all as specified and directed. Please Enable Macros to View BoQ information |
