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| 1 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge |
| 2 | Demolishing brick work 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.(a) In cement mortar |
| 3 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 4 | Taking out of M.S grill/gate/wicket gate including stacking of serviceable material and disposal of unserviceable material with in 50 mtr lead.(dismentling of c.c blocks paid separately) . |
| 5 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.(a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 6 | Excavating holes upto 0.10 cum, including getting out the excavated soil, then returning the soil as deported in layers not exceeding 20 cm in depth, including consolidating and deposited layer by ramming watering etc., disposing of surplus excavated soil as directed with in a lead of 50 mm and lift upto 1.5 m. (a) All kind of soil |
| 7 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(a) All kinds of soil. |
| 8 | Filling available excavated earth (excluding 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 and for all lift. |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:5:10 (1 cement : 5 coarse sand (zone-lll) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 10 | 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 : (a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 11 | 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 : (a) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 12 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.(a) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.(a) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for(a) Foundations, footings, bases of columns, etc. for mass concrete |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for(a) Lintels, beams, Plinth beams, girders, bressumers and cantilevers. |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for(a) Columns, Pillars, Piers, Abutments, Posts and Struts |
| 18 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:(a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 19 | 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 II level in all shapes and sizes in : (a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 20 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 21 | Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately). |
| 22 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : (a) 15 mm wide and 15 mm deep groove |
| 23 | 12 mm cement plaster of mix : (a) 1:6 (1 cement: 6 coarse sand) |
| 24 | Finishing walls with water proofing cement paint of required shade :(a) New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 25 | 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. (a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 26 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.(a) Hot finished welded type tubes |
| 27 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :(a) Two or more coats on new work |
| 28 | Providing and fixing GFRC Jali of approved design and pattern, having minimum 50 mm thickness, manufactured from Glass Fiber Reinforced Concrete (GFRC), including moulding, casting, reinforcement, finishing, transportation, scaffolding, fixing with required clamps/anchors, mortar/grout, all materials, labour, T&P, etc. complete as per approved sample/drawing and direction of Engineer-in-Charge. |
| 29 | Providing and fixing engraved black text on red granite stone of size 1200 mm × 1500 mm (or as per site requirement) of thickness 25mm, complete as per approved drawing and direction of Engineer-in-Charge. |
| 30 | Providing and fixing engraved black text on red granite stone of size 2650 mm × 150 mm (or as per site requirement) of thickness 25 mm, complete as per approved drawing and direction of Engineer-in-Charge. |
| 31 | Providing and fixing 250 mm dia acrylic backlit DDA logo, fabricated in approved shape and design, including laser-cut acrylic sheet, LED backlit arrangement, MS frame/support, transformer/driver, wiring, fixing accessories, all materials, labour, T&P, testing and commissioning, complete as per approved drawing/sample and direction of Engineer-in-Charge. |
| 32 | Providing and fixing of wheel for M.S. gate as per drawing and as per direction of engineer-in-charge all completed. |
| 33 | Credit to department for disposal of old serviceable bricks from site recovered from demolition of brickwork. |
| 34 | Credit to department (Scrap of MS grill, gate, bar, etc. available at site) |
| 35 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 36 | Total = ₹ 673,754.00 |
| 37 | Total of DSR Items = ₹ 553,345.00 |
| 38 | Total of MR Items = ₹ 120,409.00 |
| 39 | After GST Correction Factor of 0.973 on DSR Items = ₹ 538,405.00 |
| 40 | Add 3% Cost Index on 0.973 times the DSR items = |
| 41 | Total (0.973 times DSR Items + MR Items + Cost Index) = ₹ 674,966.00 Please Enable Macros to View BoQ information |
