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| 1 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge. |
| 2 | Material & Labour for Hardcore of broken stone or boulders of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge. |
| 3 | Material & Labourfor 100 mm thickPlain cement concrete 1:4:8 , type D-2, using 40 mm graded stoneaggregateas in sub base of flooringcomplete all as specified and directed by Engineer-in-Charge. |
| 4 | Material and Labour forsand filling under floors for interlocking paver block as in sand cushioning and sand or in foundations including watering and consolidation complete all as specified and as directed by Engineer-in- charge. |
| 5 | Material and labourfor coloured machine pressed precast concrete interlocking paver block ofany shape andany size confirming to IS 15656 -2006, 60 mm thick , M-35Grade , laid with grey cement and pigment complete all as specified and directed by Engineer-in-Charge. Note: sand forcushioning shall be measured and paid seperately under appropriate item of Schedule\"A\" BoQ. |
| 6 | Material & labour forcement concrete 1:2:4, type B-0 using 12.5 mm graded stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height,copings, kneelers, apex stones, bed plates,complete all as specified and as directed by Engineer-in-charge. |
| 7 | Excavation in trenches not exceeding 1.5 meter wide and not exceeding 1.5 meter depth for foundation etc or for shafts , wells, cesspits,manholes , septic tank, for laying of cables , laying of pipesnot exceeding 10 Sqm on plan and not exc 1.5 meter depth and getting out in any type ofsoil such as soft/loose/Hard / Dense soil etc complete all as specifiedand as directed by Engineer-in- charge. |
| 8 | Material & Labourfor Plain cement concrete1:3:6 , Type C-2, using 40 mm gradedstone aggregates asin surface channels and drains complete all as specified and directed by Engineer-in-Charge. |
| 9 | Material & Labour for Walling of random rubble stone masonary , uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 10 | Material & Labourfor Flush pointing to block in course or ashlar masonry or concrete block walling in Cement Mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 11 | Material & Labourfor450mm bore Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge. Note: Excavation and earth work shall be measured and paid seperately. |
| 12 | Material & Labour for Reinforced cement concrete 1:2:4(Nominal Mix) Type B-1,using 20mm gradedstone aggregates asin Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engineer-in-Charge. |
| 13 | Material and Labour for TMT steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engineer-in- charge. |
| 14 | Returning, filling in and including spreading, leveling, watering & well ramming in layers n.exceeding25 cm in any type of soil complete all as specified and directed by Engineer-in-Charge. |
| 15 | Removing ofexcavated materials (any type of soil)to a distance notexceeding50m and depositing where directed at a level notexceeding 1.5m above the starting point in oft/loose soil complete all as specified. |
