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| 1 | Excavating over areas, n exc1.5 m deep and getting out soft/loose soil complete all as specified and directed. |
| 2 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc1.5 m in depth and getting out any type soil complete all as specified and directed. |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. in any type of soil complete all as specified and directed. |
| 4 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point and deposting where directed by Engineer-in-charge. |
| 5 | M&L for 150mm thick Granular sub base of moorum / Red bajrispread, rolled and consolidated to gradient and camber required complete all as specified and directed. |
| 6 | M&L for brick work with Fly ash brick, straight or curved on plan exceeding 6m mean radius built in cement Mortar 1:4. complete all as specified and as directed. |
| 7 | M & L for plain cement concrete (1:4:8) type D-2 (using 40 mm graded stone aggregates) as in foundation filling and mass concrete complete all as specified and directed. |
| 8 | M&L for 12.5 cm thick (compacted thickness) WBM, laid in two layers, first layer 75 mm with coarse aggregate of grading 2 (63 to 40mm size) and second layer 50 mm thick using coarse aggregate of grading 3 (50mm to 20mm size), spread, rolled and consolidatedeach layer separately to gradient materials and camber required with 8 to 12 tonne power roller complete all as specified and directed. |
| 9 | M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. |
| 10 | S&F dark red/yellow coloured machine pressed precast concrete interlocking paver block with grey cement and pigmnent, rubber mould vax/glossy finished, any shape and size as approved by GE conforming to IS-15658-2006 of 80 mm thickness, M-40 grade laid over complete all as specified and directed. |
| 11 | M&L for reinforced concrete pipe 450 mm dia class NP-3, laid and jointed complete with collars complete all as specified and directed. |
| 12 | M&L for concrete bed to drain pipes incl packing under and haunching against the sidesof pipe after they and laid tested in cement concrete 1:3:6 type C-2 (bore of pipe 450mm) complete all as specified and directeD. |
| 13 | S&F in position, at or near ground level, factory made precast cement concrete kerb stone blocks, in M-25 grade cement concrete, fixed to the required line, level and curvature, jointed in cement mortar 1:3, including making joints with or without grooves (thickness of joints, except at sharp curves shall not be more than 5 mm) including making drainage opening wherever required complete all as specified and directed. |
| 14 | M&L for providing plain cement concrete (1:2:4) type B-1 using 12.5 mm graded aggregates in lintels upto 1.5 m clear span, cills, steps, seismic and other similar bands, plinth courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones , bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including formwork complete all as specified and directed. |
| 15 | M&L for hardcore of gauge not exc 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to true surface with broken stones complete all as specified and directed. |
| 16 | M&L for rendering 10 mm thick to fair faces of brick work / concrete surface in cement mortor (1:6) finished even and smooth without using extra cement complete all as specified and as directed. |
| 17 | M&L for preparation of new surface of wall and applying three coats of white wash complete all as specified and directed. |
