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| 1 | Excavation in trenches n.exc 1.50 mtr wide and n.exc 1.50 mtr in depth for foundation etc or shafts, wells cesspits, manholes, pier holes etc n.exc 10 sqm on plan and getting out in Hard/dense soil all as specified and directed |
| 2 | Excavation in trenches exc 1.50 mtr but n.exc 3.00 mtr in dpeth for foundation etc or shafts, wells cesspits, manholes, pier holes etc n.exc 10 sqm on plan and getting out in hard/dense soil all as specified and directed |
| 3 | Returning filling in including spreading, levelling, watering and well ramming in layer n.exc 25cm in layer all as specified and directed |
| 4 | Removing excavated soil to a distance exceeding 1 Km & n.exc 1.50 km and depositing where directed at a level n.exc 1.50 mtr above the starting point complete |
| 5 | Dismantling and breaking up 150 to 450 mm dia (salt glazed ware, AC or Reinforced concrete) set in cement mortar, including PCC packing under hunching against the sides of bed and complete PCC of bed all as specified |
| 6 | S&F 150mm dia reinforced concrete pipes, class NP2, laid and jointed in cement mortar 1:2 complete with collars as specified and directed |
| 7 | S&F 300mm dia reinforced concrete pipes, class NP 2, laid and jointed in cement mortar 1:2 complete with collars |
| 8 | S&F 450mm dia reinforced concrete pipes, class NP 2, laid and jointed in cement mortar 1:2 complete with collars |
| 9 | M&L PCC 1:4:8 type D2 (using 40mm graded aggregate ) in packing under and haunching against the side of RCC hume drain pipes of 150mm dia bore after they are laid and tested |
| 10 | M&L PCC 1:4:8 type D2 (using 40mm graded aggregate ) in packing under and haunching against the side of RCC hume drain pipes of 300mm dia bore after they are laid and tested |
| 11 | M&L PCC 1:4:8 type D2 (using 40mm graded aggregate ) in packing under and haunching against the side of RCC hume drain pipes of 450mm dia bore after they are laid and tested |
| 12 | Demolition of brick / stone / PCC block masonry / RCC Jalli build/fixed in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, including ashlar facings, dressed stonework and precast concrete articles all as specified and as directed. |
| 13 | M&L for providing precast cement concrete (1:5:8) (using 20mm graded stone aggregate) solid building blocks exe 10 cm thick, in width (with plain or inter locking joints as directed) setting in CM 1:6 complete in wall or pillars all as specified and directed. Please Enable Macros to View BoQ information |
| 14 | M&L for providing precast cement concrete (1:5:8) (using 20mm graded stone aggregate) solid building blocks exe 10 cm thick, in width (with plain or inter locking joints as directed) setting in CM 1:6 complete in wall or pillars all as specified and directed. Please Enable Macros to View BoQ information |
