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| 1 | SCH 'A'/ BOQ PART-I (BUILDING WORK) |
| 2 | M&L for PCC (1:4:8) Type D2 (40 mm graded aggre-gate) as in foundations, filling and mass-concrete or sub base of floor/ hard standing/ footpath complete all as specified and directed. |
| 3 | M&L for RCC (design mix) M-30 (using 20mm graded stone aggregates) as in columns, pillars, piers, posts and struts complete all as specified and directed. |
| 4 | M&L for RCC (design mix) M-30 (using 20mm graded stone aggregates) as in floor/ roof beam, cantilevers, lintel over 1.5m span complete all as specified and directed. |
| 5 | M&L for RCC (design mix) M-30 (using 20mm graded stone aggregates) as in slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, and in shelves complete all as specified and directed. |
| 6 | M&L for RCC (design mix) M-30 (20mm graded aggregates) as in walls, retaining walls, basement walls, ballast walls and the like, any thickness; above top of footings including attached pilasters and buttresses complete all as specified and directed. |
| 7 | M&L for formwork for rough finish to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed. |
| 8 | M&L for formwork for rough finish to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed. |
| 9 | M&L for formwork for rough finish to soffits of suspended slabs such as roof slabs, floor slabs, landing slab and similar work, not exceeding 200mm thick complete all as specified and directed. |
| 10 | M&L for formwork for rough finish to edge of concrete flats exc 10 cm but n'exc 20cm wide and sides of RCC/PCC bands in walls, horizontal or slopping and similar work, complete all as specified and directed. |
| 11 | M&L for formwork for rough finish to sides of walls, retaining wall, basement wall etc. complete all as specified and directed. |
| 12 | M&L for mild steel TMT bars as in reinforcement, 10mm dia and over cut to length, bent to shape required including cranking, bending hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 13 | M&L for mild steel TMT bars 6mm to 8mm dia, cut to length, bent to shape required including cranking, bending, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming complete and all as specified and directed. |
| 14 | M&L for mild steel TMT bars 5 to 10mm dia bars as in stirrups cut to length, bent to shape required including cranking, bending hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 15 | M&L for precast PCC (1:3:6) type C1 (using 20mm graded aggregate) solid block (200mm thick and exc 10cm in width) masonary work, straight or curved on plan exc 6m mean radius, built in CM (1:4) complete all as specified and directed. |
| 16 | M&L for precast PCC (1:3:6) type C1 (using 20mm graded aggregate) solid block masonary work, 100mm thick or slab 10cm thick (plain or interlockingjoints), straight or curved on plan exc 6m mean radius, built in CM (1:4) complete all as specified and directed. Please Enable Macros to View BoQ information |
| 17 | M&L for precast PCC (1:3:6) type C1 (using 20mm graded aggregate) solid block masonary work, 100mm thick or slab 10cm thick (plain or interlockingjoints), straight or curved on plan exc 6m mean radius, built in CM (1:4) complete all as specified and directed. Please Enable Macros to View BoQ information |
