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| 1 | Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and not exceeding 1.5m deep in any type of soil, for foundation etc., or for laying of cable/ GI Pipe, shafts, wells, cesspits, manholes, pier holes, etc., complete all as specified. |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil, as in any type of soil, complete all as specified. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming. |
| 3 | Removal of excavated material [Soil] to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point, complete all as specified. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth, 1.5m in width as well as 10Sqm on plan) not exceeding 1.50 m in depth and including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as in all kind of soil, complete all as directed by Engineer-in-Charge. |
| 5 | M&L for Moorum/Red bajri filling brought from out side MD land including filling in floors or pavings or in foundations laid in layers n.exc. 15cm thick spread, levelled and rammed including watering, complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming. |
| 6 | M&L for Hardcore of gauge not exc. 63mm, broken stone or boulders, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface, complete all as specified and as directed. |
| 7 | M&L for PCC 1:4:8 type D2 (using 40mm graded Granite stone aggregate) as in foundation, filling, mass concrete etc., complete all as specified and as directed. |
| 8 | M&L for Reinforced cement concrete M-25 Grade (Design mix) as in foundations, including footings, foundation beams, plinth beams, bases for columns, basement slabs, and mass concrete or similar items etc., complete all as specified and as directed. |
| 9 | M&L for Reinforced cement concrete M-25 Grade (Design mix) as in columns, Pillars, piers, vertical bands, posts and struts etc., complete all as specified and as directed. |
| 10 | M&L for Reinforced cement concrete M-25 Grade (Design mix) as in floor beams, roof beams, cantilevers, bressumers, middle beams, lintels over 1.5m span and lintel bands etc., complete all as specified and as directed. |
| 11 | M&L for Reinforced cement concrete M-25 Grade (Design mix) as in slabs supported on walls, beams, columns etc., complete all as specified and as directed. |
| 12 | Steel formwork to sides of concrete foundations, footings, bases of columns, rafts and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter for rough finished surfaces of concrete, complete all as specified and as directed. |
| 13 | Steel formwork to sides of pillars, posts, struts, columns, stanchions and the like, for fair finished surfaces of concrete, complete all as specified and as directed. |
| 14 | Steel formwork sides and soffits of floor or roof beams, cantilevers, bressummers, lintels, shelves, lintel beams, RCC bands, girders etc., for fair finished surfaces of concrete, complete all as specified and as directed. |
| 15 | Steel formwork sides and soffits of suspended slabs such as roof slab, floor slab, landings and similar works etc., for fair finished surfaces of concrete, complete all as specified and as directed. |
| 16 | M&L for Precast cement concrete block masonry, blocks cast in PCC 1:3:6 type C1, straight or curved on plan to any radius in half block thick walls built in cement mortar 1 :4 including supply and fixing of 2 Nos of 8mm dia CRS TMT bars at every fourth course of block work, complete all as specified and as directed. |
| 17 | M&L for Pre-cast cement concrete solid block masonary type C1, 1:3:6 (using 20 mm graded stone aggregate) exc 10 cm width and setting in CM 1:6, with and including demolition of existing brick work of any description, complete all as specified and as directed. |
| 18 | M&L for Pre-cast cement concrete solid block masonary type C1, 1:3:6 (using 20 mm graded stone aggregate) exc 10 cm width and setting in CM 1:6, complete all as specified and as directed. |
| 19 | M&L for Rendering 10mm thick on fair faces of brick work or concrete surfaces of walls in CM 1:4 finished even and fair without using extra cement, complete all as specified and as directed. |
| 20 | M&L for Rendering 5mm thick on fair faces of brick work or concrete surfaces of ceiling in CM 1:3 finished even and fair without using extra cement, complete all as specified and as directed. Please Enable Macros to View BoQ information |
| 21 | M&L for Rendering 5mm thick on fair faces of brick work or concrete surfaces of ceiling in CM 1:3 finished even and fair without using extra cement, complete all as specified and as directed. Please Enable Macros to View BoQ information |
