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| 1 | Demolition of Brick work or stone / boulder masonery built in cement mortar including coping complete all as specified and directed by Engineer-in-Charge. |
| 2 | M & L for Pre cast PCC block mosonary Type C-1 1:3:6 exc 10 cm width and set in CM 1:4 complete all as specified and directed by Engineer-in-Charge.. |
| 3 | M&L for random rubble stone masonry, well bonded, bedded and solidly hearted in CM 1:6 in retaining walls abutments brought upto coarses complete all as specified including necessary provn of weep holes etc complete all as specified and directed by Engineer-in-Charge.. |
| 4 | All as per Ser. Item No 3 above but except stonecomplete all as specified and directed by Engineer-in-Charge.. |
| 5 | Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surfaces n.exc 40mm to face of stones and dressing of face , beds and joints, as specified of random rubble walling, uncoursed or brought upto course complete all as specified and directed by Engineer-in-Charge.. |
| 6 | M&L keyed pointing to random or polygonal rubble,uncoursed or brought up to coursing in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.. |
| 7 | M&L Plain cement concrete 1:2:4 type B-2,nominal mix (using 40mm graded aggregate) as in surface channels and drain complete all as specified and directed by Engineer-in-Charge.. |
| 8 | Demolition of cement concrete (un re-inforced) in ground floor and paving n.exc. 15 cm thick below or above ground level complete all as specified and directed by Engineer-in-Charge.. |
| 9 | M&L Plain cement concrete type D-2, 1:4:8 nominal mix (using 40mm graded stone aggregate) as in foundation , filling and mass concrete including formwork complete all as specified and directed by Engineer-in-Charge.. |
| 10 | M&L for Plain Cement Concrete (1:3:6) type C1, nominal mix using 20mm graded stone aggt as in coping, bands, plinth coarses, parapets etc like incl weathering,slightly rounded or chamfered throating including formwork complete all as specified and directed by Engineer-in-Charge. |
| 11 | Dismantling of RCC slab other than ground floors and similar suspended works complete all as specified and directed by Engineer-in-Charge. |
| 12 | M & L Reinforcement Cement concrete type B1 (1:2:4) using 20mm grades stone aggregate as in culvert,cover slab for drain & manholes etc complete all as specified and directed by Engineer-in-Charge.Note : Reinforcement shall be marked and paid seperately |
| 13 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed by Engineer-in-Charge. |
| 14 | M & L MS TMT Bars 10mm dia and over cut to length, bend to shape required, incl cranking, bending, for hooping for columns, hooking ends and binding with and incl MS wire (Annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge. |
| 15 | Taking down cement or cement lime plaster on brick or stone walls etc incl racking out joints, hacking for key, scrubing down with water etc. complete all as specified and directed by Engineer-in-Charge.. |
| 16 | M&L 15mm thick cement rendering on concrete surfaces in CM (1:4) finishing surfaces even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.. |
| 17 | S&F For 75 mm , PVC (SWR) pipes single socketed, in any length with rubber ring joints,as in weep holes etc complete all as specified and directed by Engineer-in-Charge. |
| 18 | Demolition and breaking up drain pipes of 300 mm dia (Salt glazed ware, AC or Reinforced oncrete) set in cement mortar etc complete all as specified and directed by Engineer-in-Charge. |
| 19 | Demolition of Cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-Charge. |
| 20 | M & L For plain cement Concrete 1:4:8 type D-2 nominal mix ( using 20 mm graded stone aggregate ) bed to drain pipes including packing under,and haunching against the sides of pipes after they are laid and tested;in for 150 mm bore of pipe etc complete all as specified and directed by Engineer-in-Charge. |
| 21 | M & L For 300 mm dia reinforced concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge. |
| 22 | M&L for prepration of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of cement primer on walls etc complete all as specified and directed by Engineer-in-Charge. |
| 23 | Demolition brickwork or stone/ boulder masonry, laid dry complete all as specified and directed by Engineer-in-Charge. |
| 24 | M&L boulder pitching handpacked tightly in vertical bunds with sloping face pitching is grouted with cement and sand mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 25 | All as per item No 24 above but except boulder complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
