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| 1 | Surface excavation not exceeding 30cm deep & averaging 15cm deep in soft/losse soil including removal of vegetation, bushes, shurbs & trees(not exceeding 30cm in girth) complete all as specified & directed. |
| 2 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. Or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth and getting out in Soft /loose any type of soil complete all as specified & directed by engr -in -Charge |
| 3 | M&L for plain cement concrete 1:4:8 type D2 (using 40 mm graded mechanically crushed stone aggregate) as in foundation filling and mass concrete complete all as specified and directed by Engr -in -Charge |
| 4 | M&L for reinforced cement concrete (RCC)Type B1 1:2:4 using 20mm graded mechanically crushed stone aggregate as in foundations, includingrafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engr -in -Charge |
| 5 | M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick(Horizontal or sloping) for rough finished flat surfaces of concrete complete all as specified and directed by Engr -in -Charge |
| 6 | M&L for formwork to edges of concrete flats, treads, breaks in floors,window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exceeding 10cm but not exceeding 20cm wide for fair finished surfaces of concrete complete all as specified and directed by Engr -in -Charge. |
| 7 | M&L for RCC 1:2:4 type B1 using 20mm graded mechanically crushed stone aggregate as in 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 Engr -in -Charge |
| 8 | M&L for RCC type B 1, 1:2:4 using 20mm graded mechanically crushed stone aggregate as in columns, pillars, piers,posts and struts complete all as specified and directed by Engr -in -Charge |
| 9 | M&L for RCC type B 1, 1:2:4using 20mm graded mechanically crushed stone aggregate as in beams, cantilevers,bressummers, lintels over 1.5mtr span complete all as specified and directed. |
| 10 | M&L for formwork to sides of concrete foundations, footings, bases ofcolumns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for fair finished flat surfaces of concrete complete all as specified and directed. |
| 11 | M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions for fair finished flat surfaces of concrete complete all as specified and directed. |
| 12 | M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for rough finished flat surfaces of concrete complete all as specified and directed. |
| 13 | M&L for mild steel TMT bars 10mm dia and over, Fe 500/Fe 500D grade confirming to IS-1786, 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 as in main reinforcement complete all as specified and directed. |
| 14 | M&L for mild steel TMT bars 6mm to 8mm dia, , Fe500/Fe500D grade confirming to IS-1786, cut to length 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 as in stirrups, spacer & binders complete all as specified and directed by Engr -in -Charge |
| 15 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm in soft/loose soil complete all as specified and directed by Engr -in -Charge |
| 16 | Removal of soil to a distance not exceeding 50m and depositing where directed complete all as specified and directed by Engr -in -Charge |
| 17 | M & L for laying broken stone or boulders hardcore of guage exceeding 63 mm but not exceeding 100 mm deposited spread and levelled in layers not exceeding 15 cm thick watered rolled/rammed to a true surface complete all as specified and directed |
| 18 | M&L for, 75 mm thick Plain Cement Concrete, (1:4:8), type D2, using 40 mm graded mechanically crushed stone aggregates, as in sub base complete all as specified and as directed. |
| 19 | M&L for 40mm thick cement concrete 1:2:4 type B-1 using 20mm graded mechanically crushed aggregate as in leveling course/sub base complete all as spd directed by Engr-in charge |
| 20 | M&L for 15mm thick screed bed or bedding layer in CM 1:4 for laying floor finish and. Complete all as specified and directed by Engineer-in-Charge. |
| 21 | M&L for Non skid ceramic coloured tiles 7 to 8mm thick Suare/rectangular) area of each tile exceeding 0.06sqm but not exceeding 0.11 sqm in floors etc. set and jointed in neat cement slurry and pointed in white of coloured cement to match, complete all as specified & directed. |
| 22 | M&L for coloured glazed ceramic tiles 300 x450x 7mm thick, on vertical surfaces such as skirting, dados and risers to steps etc set and jointed in neat cement slurry and pointed in white cement mixed with pigment to match the shade of tiles complete all as specified and directed . |
| 23 | S&F Chequered cement concrete commercial Tiles 25cm x 25cm x 20 to 22mm /30cmx30cmx20 to 25mm thick of with grey cement and pigment set jointed and pointed in neat cement slurry in floors and cut and polished laid and over and including 15mm Screed in CM 1:6 including all as specified and as directed. |
| 24 | M&L for 75mm thick PCC (1:3:6) type C-1 using 20mm graded mechanically crushed stone aggregate as in paving/plinth protection/ laid in panels and joints filled with mix of bitumen and sand (1:3) by weight, finished the surface even and fair without using extra cement complete all as specified and directed |
| 25 | M&L for plain cement concrete 1:2:4 type B1 (using 20mm graded mechanically crushed stone aggregates) as in coping/ bed plate/ bed block including necessary forms and moulds, complete all as specified & directed by Engr -in-Charge |
| 26 | M&L for brick work with fly ash bricks brick straight or curved on plan exceeding 6m mean radius built in cement mortor 1:6.all as specified and directed by the Engr-in-Charge |
| 27 | M&L for brick work with fly ash bricks straight or curved on plan to any radius built in half brick thick walls built in cement mortor 1:4.all as specified and directed by the Engr-in-Charge |
| 28 | M&L for 15mm thick rendering on brick or concrete surface wall on fair face/other than fair face in cement mortar 1:4 and finishing the surface with even and smooth without using extra cement all as specified and as directed. Note: Water proofing compound shall be measured and paid seperately |
| 29 | Supply only water proof compound, complete all as specified and directed |
| 30 | M&L for rendering 10mm thick on fair faces /other than fair face of brick work or concrete surfaces in CM 1:4 as backing coat to receive wall tiles etc complete all as spd and directed. |
| 31 | M&L for 5mm thick rendering on ceilings in cement mortar 1:3 and finishing the surface with even and smooth without using extra cement all as specified and as directed. |
| 32 | M&L for preparation of newly plastered or unplastered surfaces and applying three coats of white wash on wall surface complete all as specified and as directed. |
| 33 | M&L for new surface applying three coat of white wash on ceiling surface complete all as specified and as directed. |
| 34 | M&L for Applying two coats of cement base paint over a coat of primer on new wall surface including preparation of surface complete all as specified and as directed. |
| 35 | S&F Pillar tap 15mm dia, cast copper alloy, with capstan heads, chromium plated screwed down high pressure with or without lettered 'Hot' or 'Cold' with long screwed shank and fly nuts, screwed for iron pipe and fixed and complete all as specified and as directed. |
| 36 | S& F Stop valves 15mm dia cast copper alloy, screwed down high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and as directed. |
| 37 | S & F 15 mm CP cast copper alloy bib taps fancy type chromium plated screwed down, screwed for iron pipe or for brass ferrule complete all as specified and as directed. |
| 38 | S&F 32mm bore High density polyethylene pipes (HDPE) of pressure rating 6kgf/sqcm laid in trenches complete all as specified and as directed. |
| 39 | S&F 75mm PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or floors complete all as specified and as directed. |
| 40 | S&F, UPVC (SWR) pipes 110 mm dia single socketed in any length with solvent cement joints laid under floor or on walls/treanch fixed as soil / waste / vent pipes with Stack clamps made out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall complete all as specified and as directed. |
| 41 | M&L for Precast RCC 1:2:4 type B1 (using 20mm graded mechanically crushed stone aggregate) as in cover slab of drain, culvert and the like set in CM 1:4 complete all as specified and as directed. |
| 42 | S&F PVC (SWR) bends any radius, 110mm bore with / without access door, complete all as specified and directed. Please Enable Macros to View BoQ information |
| 43 | S&F PVC (SWR) bends any radius, 110mm bore with / without access door, complete all as specified and directed. Please Enable Macros to View BoQ information |
