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| 1 | Excavating in trenches in soft/ loose soil n. exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes etc. n exc 10 sqm on plan and getting out all as directed. |
| 2 | All as per Srl item No 1 here-in-before but ex 1.5 mtr and n.exc 3 mtr. |
| 3 | Returning filling including spreading, levelling, watering and well ramming in layer n.exc 25cm thick each layer complete all as specified and directed. |
| 4 | Removing excavated soil to a distance not exc 50m away and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed. |
| 5 | Demolition or breaking up 150 mm drain pipes (SGSW/ AC/reinforced concrete) set in cement mortar and taking out from trenches all as directed. |
| 6 | Demolition or breaking up 200 mm drain pipes (SGSW/ AC/reinforced concrete) set in cement mortar and taking out from trenches all as directed. |
| 7 | M&L for SGSW pipes 150mm bore grade 'A' including laying pipes to level or to falls in trenches, on concrete bed and all necessary extra joints, waste and cutting complete all as specified and directed by Engineer-in-Charge. |
| 8 | M&L for RCC drain pipes NP3, 150mm bore including laying pipes to level or to falls in trenches, on concrete bed and all necessary extra joints, waste and cutting as jointed complete with collars as specified and directed. |
| 9 | M&L for RCC drain pipes NP3, 200mm bore including laying pipes to level or to falls in trenches, on concrete bed and all necessary extra joints, waste and cutting as jointed complete with collars as specified and directed. |
| 10 | M&L for 100mm PCC 1:3:6 type C2 (using 40mm graded crushed stone aggregate) as concrete bed, width of concrete bedding shall extend laterally 15 cm beyond either side of the outer dia of pipe laid to falls in trenches in any depth including packing under, and haunching against the sides of pipes NP3, 150mm bore, after the pipes have been laid and tested including necessary shuttering and supports to concrete and for laying beds to falls complete all as specified and directed. |
| 11 | M&L for 150mm PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as concrete bed, width of concrete bedding shall extend laterally 15 cm beyond either side of the outer dia of pipe laid to falls in trenches in any depth including packing under and haunching against the sides of pipes NP3, 200mm bore, after the pipes have been laid and tested including necessary shuttering and supports to concrete and for laying beds to falls complete all as specified and directed. |
| 12 | M&L for removal of blockage between manhole to manhole lines of various sizes & at any depth for sewage by means of rodding or by any mechanised means or any other sources including removing rugs of any type, dirt etc complete all as specified and directed. |
| 13 | M&L for cleaning of blockage of WC Indian or European type by removing of all the mud/sludge and getting out including cleaning of SGSW or CI pipe upto first manhole and depositing the sludge in a pit of suitable size at a distance not exceeding 50 meters from the WC and covering the same with the soil obtained from excavation of pit including all excavation and earth work complete all as specified and directed by Engr-in-Charge |
| 14 | M&L for cleaning the blockage of bathroom/ kitchen by cleaning the nahni traps/ gulley traps of all the mud/ sludge and getting out, washing thoroughly grating of tarp, CI waste pipes by opening the clearing eyes and depositing the sludge in a pit of suitable size at a distance not exceeding 50 meters from the gully trap and covering the same with the soil obtained from excavation of pit including all excavations and earthwork complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
| 15 | M&L for cleaning the blockage of bathroom/ kitchen by cleaning the nahni traps/ gulley traps of all the mud/ sludge and getting out, washing thoroughly grating of tarp, CI waste pipes by opening the clearing eyes and depositing the sludge in a pit of suitable size at a distance not exceeding 50 meters from the gully trap and covering the same with the soil obtained from excavation of pit including all excavations and earthwork complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
