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| 1 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : |
| 2 | Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5 min width or10sqm on plan), including dressing of sides and ramming of bottoms,lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 metre. |
| 3 | All kind of soil @70% |
| 4 | Ordinary rock @30% |
| 5 | STONE SOLING: Providing and laying of hand packed stone soling (size 150 mm-230mm), before laying of mud mat, compacted, consolidated, rammed and filling the voids with fine sand - all complete incl carriage upto site of work with all head loads. |
| 6 | MUDMAT: Cast-in-situ of concrete work of nominal mix concrete M7.5 grade (1:4:8) nominal maximum size of stone aggregate 40mm volumetric batching in foundation trenches and ground floor, including curing but excluding formwork costs. (code 4.4.7) |
| 7 | MASS CONCRETE: Providing and laying mass concrete1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) in Below Ground and Above Grouns Plinth retaining walls, (any thickness) including attached pilasters, including curing but excluding the cost of centring, shuttering and finishing with. (code 4.4.5) |
| 8 | Providing & fixing upto floor five level precast cement concrete solid blocks including hoisting and setting in position in cement mortar 1:3 (1cement:3 coarse sand), cost of required centring, shuttering and curing complete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20 mm nominalsize) |
| 9 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 10 | STEEL REINFORCEMENT: Steel reinforcement for R.C.C. works including straightening, cutting, bending, placing in position and binding - all complete from foundation to roof level of Thermo-Mechanically Treated bars of grade Fe-500D or higher. (code 5.22.6) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. |
| 12 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand) |
| 13 | Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2mm thick |
| 14 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 13.94.1 New work (Two or more coats applied @ 1.43 litre/10 sqm. Over & including priming coat of exterior primer applied @0.90 litre/10 sqm |
| 15 | Steel work welded in built up sections/ framed work, including cutting, hoisting,fixing in position and In stringers, treads, landings etc. of stair cases, including use of chequered platewherever required, all |
| 16 | Providing and fixing angle iron frames for doors, window sand ventilators of mild steel angle sections of 50x50x5mm size |
| 17 | Providing and fixing concertina coil fencing with punched tape concertina coil 600mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, studtied with G.I. staples and G.I. clips to retain horizontal, including necessary boltsor G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-incharge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire ofhigh tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) Please Enable Macros to View BoQ information |
