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| 1 | M&L for surface excavation in soft/loose soil n exc 30 cm deep and averaging 15 cm deep and getting out complete all as specified and directed. |
| 2 | M&L for excavating over areas Soft/loose soil, n exc 1.5 m deep and getting out complete all as specified and directed. |
| 3 | M&L for soft/ loose soil 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 exc 1.5 m in depth and getting out complete all as specified and directed. |
| 4 | Removing excavated materialexc1.5 km and n.exc 5.0 KM depositing where directed at a level n. exc 1.5 m above the starting point complete all as specified and directed. |
| 5 | M & L for 100 mmthick Broken stone or boulder Hardcore of guage n exc 63 mm, deposited, spread and levelled in layers not exc 15 cm thick , watered and rammed to a true surface etc complete all as specified and directed. |
| 6 | M & L for 100 mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in as in sub base complete all as specified and directed. |
| 7 | M & L for 100 mm thick PCCin foundations, filling and mass concrete Type B2 1:2:4(using 40 mm grade aggregate) complete all as specified and directed. |
| 8 | M & Lfor stone sett flooring with stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush complete all as specified and directed. |
| 9 | M & L for edge stones to flooring with stone setts of size 250 to 300mm long x l50 to 200mm wide, and 450mm deep and ditto complete all as specified and directed. |
| 10 | M & L for Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and directed. |
| 11 | 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 exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed. |
| 12 | Excavating over areas, n exc 1.5 m deep and getting out in any type of soil complete all as specified and directed. |
| 13 | M & L PCC 1:4:8 type D2 (using 40 mm graded aggregate) in foundation filling and mass concrete complete all as specified and as directed. |
| 14 | M & L for PCC 1:2:4 type B1 100 mm thick (using 20mm graded stone aggregates) as in sub floors/base floors complete all as specified and directed. |
| 15 | M & L Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width and 1:3:6 Type C1 (using 20 mm graded aggregate) set in CM 1:6 complete all as specified and directed. |
| 16 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) rough finish surfaces complete all as specified and directed. |
| 17 | Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings,openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC rough finish surfaces complete all as specified and directed. |
| 18 | M&L for M-30 Nominal Mix (using 20mm graded stone aggregate) in RCC as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like etc complete all as specified and as directed. |
| 19 | M & L Reinforcement TMT Mild 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 directed. |
| 20 | All as per above item no.19 but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed. |
| 21 | M & L for 10 mm thick rendering on surfaces other than fair faces of brick/concrete surfacesin CM (1:4) and finished even and smooth without using extra cement complete all as specified and directed. |
| 22 | M & L for 5mm thick rendering on fair faces of brick work or concrete surfaces in CM ( 1:3 ) finished even and smooth (without using extra lime or cement) on Ceiling complete all as specified and directed. |
| 23 | M&L for preparation of new plastered surface and applying two coat of cement base paint over one coat of alkali resistant primer complete all as specified and directed. |
| 24 | 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. |
| 25 | Removing excavated material exc. 250 m but n exc. 500 m and depositing complete all as specified and directed. |
| 26 | NOTE APPLICABLE FOR ALL ITEMS :- If rate quoted for similar/identical items in same part of Sch ‘A’ is at variance, the lowest rate quoted shall only be considered for payment to the contractor. |
