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| 1 | Excavation over areas not exceeding 1.5 M deep and getting out in any type of soil complete all as specified and as directed. |
| 2 | Excavation over areas exc 1.5m deep and not exceeding 3.0m deep and getting out in any type of soil complete all as specified and as directed. |
| 3 | Excavating in trenches, 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 n exc 1.5 m in depth and getting out in any type of soil complete all as specified and as directed. |
| 4 | M&L for PCC type D2 , 1:4:8using 40 mm graded stone aggregate as in foundation and massconcrete complete all as specified and directed. |
| 5 | M&L forbrick work with fly ash bricks old size bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6) complete all as specified and as directed. |
| 6 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified & direcetd. |
| 7 | Removing excavated surplus soil to a distance n.exc 50 m and depositing where directed at at a level not exceeding 1.5 m from the starting point complete all as specified and directed. |
| 8 | M&L for 900mm dia Reinforced concrete pipes, class NP3, laid and jointed complete with collars including packing under, and haunching against the sides of pipes complete all as specified and directed. |
| 9 | M&L for rendering 15mm thick plaster in CM (1:4) onfaces of brickwork or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed. |
| 10 | M&L for PCC type B1 , 1:2:4using 20 mm graded stone aggregate as in massconcrete complete all as specified and directed. |
| 11 | M&L for TMT bars 10 mm dia and over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with theincluding mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality complete all as specified and directed. |
| 12 | M&L for reinforced cement concrete nominal mix type B1(20 mm graded aggregate) foundations, including rafts,footings,foundation beams, plinth beams,bases for coulmns etc and all other similar works complete all as specified and directed. |
| 13 | M&L for Moorum/red bajri filling laid in layers not exceeding 15 cm thick spread, watering and consolidating with power roller in sub base courses over exisiting subgrade using hard moorum complete all as specified and as directed. Note :- Moorum shall be brought from outside MD land and consolidated thickness shall be measured and paid. |
| 14 | Rolling and consolidating formation surface in cutting with power roller exceeding 8 tonne but not exceeding 12 tonne etc., complete all as specified and directed. |
| 15 | Note: Amount of sch of credit of Rs.NIL/-will be deducted from total amount of BOQ. |
