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| 1 | Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) complete all as specificed and as per directed |
| 2 | Demolition of cement concrete (reinforced) not exceeding 15 cm thickness (below or above ground level) complete all as specificed and as per directed |
| 3 | Demolition of brickwork or stone/ boulder masonry, built in cement mortar or lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles |
| 4 | Taking down cement plaster any description incl racking out joints, hacking for key scrubbing down with water,etc |
| 5 | Demolition and breaking up 300 mm dia drain pipes (salt glazed ware, AC or reinforced concrete) set in cement mortar |
| 6 | M&L for 600 mm dia single RCC hume pipe class NP-3 hume pipes with collars complete all as Specified and directed |
| 7 | M&L for 75 mm thick PCC 1:3:6 type C2 using 40 mm graded stone aggregate as in plinth protection etc surface finished even and smooth without using extra cement |
| 8 | M&L for 50 mm thick PCC (1:2:4) type B1 using 20 mm graded stone aggregate as in floors, drain etc |
| 9 | M&L for providing and laying 60 mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; |
| 10 | M&L for cement concrete type B-0 (1:2:4) using 12.5 mm graded aggregate as in rounded or chamferrd on edging. |
| 11 | S & F in repairs PVC (SWR) pipes 75 mm dia bore single socketed, in any length with rubber ring joints fixed to walls complete all as specified and as directed by Engineer-in-Charge. |
| 12 | M&L for brick work with fly ash bricks, straight or curved on plan exc 6 m mean radius built in CM (1:6) |
| 13 | All as per item No. 13 above but except bricks |
| 14 | M&L for rendering 15 mm thick using CM (1:4) on fair faces of brick masonry/conc surface even and smooth without using extra cement |
| 15 | M&L for preparation of newly plastered or unplasetered surfaces of wall by applying two coats of cement base paint complete |
| 16 | M&L for preparation of old plastered or unplastered surfaces of wall with complete removal of existing treatment and applying two coats of cement base paint complete |
| 17 | M&L, PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in foundation , filling and mass concrete complete all as specified & directed. |
| 18 | M/L for PCC (1:2:4) type C1 using 12.5mm graded stone aggregate as in bands, string course coping apex stone bed plate kerbs and the like including weathering , slightly rounded or chamfered angle with and incl necessary use and waste of form work . |
| 19 | M/L PCC (1:3:6) type B1 using 20.mm graded stone aggregate as in benching of drains, surface channel etc all as specified |
| 20 | M&L for precast cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregates) in landings, cover slabs (for man holes , drains etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and set in CM 1:4 complete all as specified . |
| 21 | Excavation over areas n.exc 1.5m deep and geeting out in soft/loose soil. |
| 22 | M&L (PCC 1:4:8) type D2 using 40 mm graded stone aggregated as in foundation. |
| 23 | Returning , filling in including spreding levelling, watering and well ramming in layers not exceeding 25 cm as in soft/loose soil. |
| 24 | Removing of excaveted material n.exc 250 m and depositing where directed at a level n.exc. 1.50 m above the starting point. |
| 25 | M&L for hard core of broken stone boulder n.exc 63 mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rolled / rammed to a true surface. |
| 26 | M&L for 100 mm thick PCC (1:2:4) type B2 using 40 mm graded stone aggregate as in path etc and finished the surface even and smooth without using extra cement |
| 27 | Use of waste formwork to soffits and suspended slab such as roof slab , floor slabs, landing and similar work. Not exceeding 200mm thick |
| 28 | RCC Design Mix M-30 in slab supported on walls, beams, and columns in floors, roofs,landings, balconies, canopies, desk slab and in shelves and the like. |
| 29 | M&L for TMT bars 10mm dia and over cut to length, bent to shape required including cranking and bending spirally for hopping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.90mm dia) or securing with clips complete. |
| 30 | Mild steel TMT bars 6 to 8 mm dia and over,cut to length, bend to shpe reqiured,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 upto to roof level incl footing and raft beam upto roof slab. Please Enable Macros to View BoQ information |
