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| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge Nominal concrete 1:3:6 or richer mix (i/c equivalent designmix) 15.2.1 |
| 2 | 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 In cement mortar 15.9.2 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.2.7.1 |
| 4 | Providing and laying in position cement concrete of specified grade 1:3;6(1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) 4.1.6 |
| 5 | Random rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)7.1.1 |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :6.4.1 |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)5.1.2 |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).5.3 |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth leveL Centering and shuttering including strutting, propping etc. and removal of form for 5.22.6: |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete 5.9.1 |
| 11 | Suspended floors, roofs, landings, balconies and access5.9.3 |
| 12 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 10.25.2 |
| 13 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete11.41.2 |
| 14 | Providing and fixing precoated galvanised iron profile sheets 12.5 |
| 15 | Providing ridges or hips of width 60 cm overall width plain G.S. Sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.12.4.1 |
| 16 | 12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)13.12 |
| 17 | Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied 2.20kg/10 sqm 13.45.1 |
| 18 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufactur 13.48.3 |
| 19 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge 16.91.1 |
| 20 | Kota stone slab flooring over 20 mm (average) thick base laid over andjointed with grey cement slurry mixed with pigment to match the shadeof the slab, including rubbing and polishing complete with base of cementmortar 1 : 4 (1 cement : 4 coarse sand) :11.26.1 |
| 21 | Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sqmm. FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit, with piano type switch, phenolic, laminated sheet, suitable size MS Box and earthing the point with 1.5 sq.mm FR PVC insulated copper conductor single core cable etc as required.8.1 |
| 22 | Direction and Place Identification Signs more than 0.9 sqm Size Board.Providing and erecting direction and place identification sign withcorrosion resistant 2mm thick DG Grade Type XI retro- reflectivecautionary, mandatory, informatory sign board with 10 year warranty asper IRC:67 made of high intensity sheeting fixed over ACP (AluminiumComposite Panel) 3 mm thick (including framing and bracing withfabrication, plotting of letters on Electro cut film, pasting, riveting, taping 6-2-2 Please Enable Macros to View BoQ information |
