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| 1 | Excavation over areas n exc 1.5 m deep in soft/ loose soil and getting out complete all as directed. |
| 2 | All as per Iteam No. 1 here-in-before but exc 1.5m and not exc 3m deep. |
| 3 | Excavation in trenches n exc 1.5 m wide n exc 1.5 m deep in soft/ loose soil for foundation etc or for shaft, wells, manholes etc n exc 10 Sqm on plan and not exc 1.5 m in depth and getting out. complete all as directed. |
| 4 | All as per Iteam No 3 here-in-before but exc 1.5m and not exc 3m deep |
| 5 | Demolition of cement concrete(unreinforced)in ground floors and paving not exceeding 15cm thickness (below or above ground level) complete all as directed |
| 6 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for such as cover slab of manholes and septic tank, etc, reinforcement cut as required to facilite demolition complete all as directed |
| 7 | Taking out liquid/solid content from sump/septic tank and sewage lines using vehicle mounted sewer suction machine (Honey sucker) or through mechanically operated jetting system only including disposal of liquid/solid content out of the Cantt Area including cleaning thoroughly with fresh water complete all as directed. Note:- Suction Unit shall be capable of syphoning out mud and slurry, grit and other material from sanitary, storm and sewerage systems from a depth of minimum 8 m. |
| 8 | Demolition of brick work or rubbled stone masonry including all qoins arches , pillars etc built in cement mortar. Complete all as directed |
| 9 | M&L for brick work with subclass 'B' bricks, straight or curved on plan exc 6 m mean radius, built in cement mortar 1:6. complete all as specified and as directed by Engr-in-Charge. |
| 10 | All as per Srl item No 9 here-in-before but except bricks.Note : (i) Serviceable brick shall be used obtained from Srl item No 8 above. |
| 11 | M&L for brick work with subclass 'B' bricks, straight or curved on plan exc 6 m mean radius, built in cement mortar 1:6., in one brick thick honey comb walling, complete all as specified and directed. |
| 12 | M&L for brick work with subclass 'B' bricks, straight or curved on plan exc 6 m mean radius, built in cement mortar 1:6., straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 complete all as specified and directed. |
| 13 | Demolition and breaking up 150/160mm dia drain pipes (salt glazed ware, AC or reinforced concrete or PE, DWC (Double wall corrugated pipes) set in cement mortar complete all as directed |
| 14 | All as per item No 13 above but 200/225mm dia drain pipes |
| 15 | S & F ultra plus PE, DWC ( Double Wall corrugated ) pipes confirming IS-16098 Part - 2 : 2013 pertaining structured wall plastics pining system for Non - pressure drainage and sewerage 150 mm bore pipe and fittings with non smooth surface, type B complete all as specified and directed. |
| 16 | S & F ultra plus PE, DWC ( Double Wall corrugated ) pipes confirming IS-16098 Part - 2 : 2013 pertaining structured wall plastics pining system for Non - pressure drainage and sewerage 200 mm bore pipe and fittings with non smooth surface, type B complete all as specified and directed. |
| 17 | M&L for cement concrete bed to drain pipes including packing under ,hounching against the side of pipes after they are laid and tested in PCC (1:4:8) type D-2 for 100 to 150mm dia (RCC/PVC/DWP/SGR etc) pipe complete all as specified and directed |
| 18 | M&L for cement concrete bed to drain pipes including packing under ,hounching against the side of pipes after they are laid and tested in PCC (1:4:8) type D-2 for 200mm dia (RCC/PVC/DWP)/SGR) pipes complete all as specified and directed |
| 19 | Material and Labour for cutting into existing manhole for connecting new drain, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 150 mm dia pipe complete all as specified and directed. |
| 20 | All as per item No 19 here-in-before but 200 mm internal dia of pipes. |
| 21 | Taking down eaves gutters and rain water pipes (any ize or patterns) including all heads,shoes,bends,swan-necks etc. all as directed. |
| 22 | Supply and fix 110mm bore plain PVC (SWR) pipes single socketed in any length with rubber ring joints, clips etc laid in trenches , in floors or fixed to walls complete all as specified and as directed |
| 23 | All as per item no 22 above but bore of pipe 150mm dia |
| 24 | All as per item no 22 above but bore of pipe 75mm dia |
| 25 | M&L for PVC (SWR) bend of radius 110mm dia |
| 26 | Supply and fix 110 mm dia bore PVC (SWR) bends any radius with access door. |
| 27 | Supply and fix 110 mm dia bore PVC (SWR) junction single, (single T) equal or un equal |
| 28 | Supply and fix clamp out of 50 mm by 5 mm flat iron and 16 mm dia round iron stay, including bolts and nuts and securing ends of stay to wall or roof for 110 mm PVC pipe including dismantling. |
| 29 | All as per item No 28 here-in-before but for 75 mm bore of pipe |
| 30 | Supply and fix 75 mm bore PVC (SWR) bends |
| 31 | Supply and fix 75 mm dia bore PVC (SWR) junction single,(single T) equal or un equal with access door.all as specified & directed |
| 32 | M&L for PVC (SWR) Tee of radius 75mm dia .all as specified & directed |
| 33 | M&L for cement concret(1:4:8) Type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete. all as specified & directed |
| 34 | Material and labour for pre-cast reinforced cement concrete 1:3:6 type C-1 (20mm graded crushed stone aggregate) as in cover slab for manholes in any position and set in cement morter 1:4 including necessary form work complete all as specified and as directed |
| 35 | M&L for reinforced cement concrete 1:2:4 type B 1 (using 20 mm graded stone aggregate) as in slabs supported on walls, beams and columnsin floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 36 | Use and waist form work to soffits of suspended slabs, beam, chajja, shelves, pillars/post etc n.exc.200mm thick |
| 37 | 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 bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide |
| 38 | Material and labour for providing plain cement concrete 1:2:4 type B-1(20mm graded crushed stone aggregate) set in CM 1:4, as in copings, including necessary form work complete all as specified and as directed |
| 39 | M&L for Mild steel TMT bars 10mm dia and over, cut length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to complete all as specified and directed. |
| 40 | M&L for mild steel TMT bars 6mm to 8mm dia cut to length, including cranking,bending etc and binding with mild steel wire(annealed) not less than 0.9mm dia |
| 41 | Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc.all as directed |
| 42 | M&L for rendering 15 mm thick in cement mortar 1:4 on wall of brick work or concrete surface, finished fair and even all as specified and directed. |
| 43 | M&L for setting coat of 3mm thick,trowelled to even and smooth finish by cement plastar 1:2 complete all as specified and directed. |
| 44 | Removing excavated material n.exc. 50m and depositing where directed at a level n.exc. 1.5 m above the starting point. |
| 45 | Returning filling in including spreading leveling watering and well ramming in layers n.exc.25 cm S&F steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes confirming to I.S. 1161-1998 Please Enable Macros to View BoQ information |
