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| 1 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stackingwithin 50 metres lead :15.14.1 Of area 3 sq. metres and below. |
| 2 | Demolishing brick tile covering in terracing including stackingof serviceable material and disposal of unserviceable material within 50 metres lead. |
| 3 | Dismantling wooden ballies in posts and struts including stacking within 50 metres lead. |
| 4 | Demolishing brick work manually/ by mechanical means including stacking ofserviceable material and disposal of unserviceable material within 50 metres leadas per direction of Engineer-in- Charge.15.6.1 In lime mortar with old mughal bricks. |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :4.1.2 With 40mm nominal size graded stone aggregate.4.1.2.3 M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate |
| 7 | Providing and laying in position specified grade of reinforced cement concrete (nominal / design mix with 20mm nominal size graded stone aggregate) excluding the cost of centering,shuttering, finishing and reinforcement -All work up to plinth level :5.1.1 M-20 Grade Concrete |
| 8 | Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement:5.2.1 M-20 Grade Concrete |
| 9 | Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate)in beams, suspended floors, roofs havingslope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstaircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement inconcrete grade.5.3.1 M-20 Grade Concrete |
| 10 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete .(Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)5.16.1 Mild steel and Medium Tensile steel bars. |
| 11 | Centering and shuttering in cluding strutting, propping etc. and removal of form for:5.9.1 Foundations, footings, bases of columns, etc. for concrete upto plinth level |
| 12 | Centering and shuttering in cluding strutting, propping etc. and removal of form for:5.9.2 Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc.5.9.2.1 Uptoplinthlevel. |
| 13 | Centering and shuttering in cluding strutting, propping etc. and removal of form for:5.9.5 Lintels, beams, girders, bressumers and cantilevers |
| 14 | Centering and shuttering in cluding strutting, propping etc. and removal of form for:5.9.6 Columns, P i l l a r s , Piers, Abutments, Posts and Struts. |
| 15 | Centering and shuttering in cluding strutting, propping etc. and removal of form for:5.9.3 Suspended floors, roofs, landings, balconies and access platform. |
| 16 | Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor two level in :6.7.3 Having 50 kg / cm2 average compressive strength.6.7.3.2 Cement mortar 1:6 (1 cement : 6 sand) |
| 17 | Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete.2.27.1 With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm) |
| 18 | Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 19 | 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.10.22.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 20 | Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. |
| 21 | 15 mm cement plaster on the rough side of single or half brick wall of mix13.2.2 1:6 (1 cement : 6 sand) |
| 22 | 12 mm cement plaster of mix :13.1.2 1:6 (1 cement : 6 sand) |
| 23 | 40 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate) 20mm nominal size stone aggregate in panels finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.(Area of panel not toexceed 2.0 sqm) |
| 24 | Providing and fixing glass strips 40 mm wide and 4 mm thick in joints of terrazo/ cement concrete floors. |
| 25 | 12 mm cement plaster finished with a floating coat of neat cement of mix :13.4.2 1:4 (1 cement : 4 sand) |
| 26 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 sand) |
| 27 | White washing with lime to give an even shade: New work (three or more coats) |
| 28 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. Please Enable Macros to View BoQ information |
