|
| 1 | Demolishing cement concrete manually/ by mechanical means including disposalof material within 50 metres lead as per direction of Engineer - in - charge.15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 2 | Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. |
| 3 | All kinds of Soil @80% |
| 4 | Soft Rock @20% |
| 5 | 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. |
| 6 | Dry stone pitching (any thickness) including cost of stones and . On Horizontal |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6gradedstone aggregate 40 mm nominal size derived from natural sources |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 9 | Providing and laying 80mm thick faciory made cement in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid joints with line sand etc. all complete as per the direction of Engineer-in-charge |
| 10 | Providing and laying of M.S.Pipe 150mm dia 5.4mm thick with a weight of 21.27kg/Rm and a length of 6m long for cross drainage work incld. Constt. Of catch pits at the inlet and out let in M-15 grade concrete and providing and laying a bed of sand layer and providing earth cushion to the required grade and cross section.(As direct by Engineer -in-charge as per drawing and relevant /RC specifications code. |
| 11 | Providing and laying of M.S.Pipe 200mm dia 5.4mm thick with a weight of 28.45kg/Rm and a length of 6m long for cross drainage work incld. Constt. Of catch pits at the inlet and out let in M-15 grade concrete and providing and laying a bed of sand layer and providing earth cushion to the required grade and cross section.(As direct by Engineer -in-charge as per drawing and relevant /RC specifications code. |
| 12 | Providing and laying of M.S.Pipe 300mm dia 5.4mm thick with a weight of 42.42kg/Rm and a length of 6m long for cross drainage work incld. Constt. Of catch pits at the inlet and out let in M-15 grade concrete and providing and laying a bed of sand layer and providing earth cushion to the required grade and cross section.(As direct by Engineer -in-charge as per drawing and relevant /RC specifications code. |
| 13 | Carriage of sand/ Bajri for an avg lead of 15 from availble source to site of work . |
| 14 | Carriage of Stone for an avg lead of 25 from availble source to site of work . Please Enable Macros to View BoQ information |
