|
| 1 | 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 for all lift, as directed by Engineer-in-charge.As per DSR No. 2.6.1 |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).As per DSR No. 4.1.8 |
| 3 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) As per DSR No.5.1.2 |
| 4 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).As per DSR No. 5.2.2 |
| 5 | 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).As per DSR 5.3 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.As per DSR No. 5.22A.6 |
| 7 | Centering and shuttering including strutting, propping etc. Lintels, beams, plinth beams, girders, bressumers and cantilevers.As per DSR 5.9.5 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for.Columns, Pillars, Piers, Abutments, Posts and Struts.As per DSR No. 5.9.6 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform.As per DSR No. 5.9.3 |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand).As per DSR No. 6.1.2 |
| 11 | 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 :Cement mortar 1:6 (1 cement : 6 coarse sand).As per DSR No. 6.4.2 |
| 12 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.As per DSR 2.25(a) |
| 13 | 12MM thick cement plaster in with 1:4 cement & fine sand mortar with all complete work. As per DSR 13.4.1 |
| 14 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent.As per DSR 11.56.1 |
| 15 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.As per DSR 10.2 |
| 16 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work. As per DSR 13.52.1 |
| 17 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).As per DSR No.10.28 |
| 18 | Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge10 x 120 mm.As per DSR No 10.27.3 . |
| 19 | Engraving Letters in Hard Stone. The Hight of Letter 25 cm Nominal Size DSR 16.21(Rate Per Cm Hight Per Letter Rs. 10.55) Rate After Cost Index 10.55×0.735×107/107 |
| 20 | Engraving Letters in Hard Stone. The Hight of Letter 5.00 Nominal Size DSR 16.21(Rate Per Cm Hight Per Letter Rs. 10.55) Rate After Cost Index 10.55×0.735×107/107 |
| 21 | S/F Inaugration black Granite (Polished) 20 mm thick stone size 0.90×0.75 m including Lettering, Printing, border etc, will be painted of superior quality is required shade and colour incuding fixing excavation o foundation (1.40×0.50×0.40m), LCC 1:6:12 (1.40×0.50×0.10m), brick work 1:3 cement coarse and foundation (1.40×0.345×0.30m), Upto 1.40×0.23×1.35m), 12 mm thick Plaster 1:3 cement coarse sand and finishing walls with water proofing white cement paint of approved make and quality such as super snowcem paint etc. all complete. |
| 22 | ELECTRICAL ITEMS |
| 23 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.Group A. As per DSR NO. 1.3 |
| 24 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire As per DSR No.1.14.1 |
| 25 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required2 X 4 sq. mm + 1 X 4 sq. mm earth wire As per DSR No1.14.3 |
| 26 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.4 x 1.5 sq. mm .As per DSR No. 1.17.4 |
| 27 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.1.26 |
| 28 | Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required.6 Module (200mmX75mm)1.27.4 |
| 29 | Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.200 mm X 250 mm X 75 mm deep.1.22.10 |
| 30 | Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required.15/16 amp switch.As per DSR NO. 1.23.3 |
| 31 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator).2 + 4 way/6 way, Double door. AS per DSR No.2.3.1 |
| 32 | Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube etc., including supplying and fixing ball and socket arrangement, 2 no. down rods of 20 mm dia X 1.6 mm thick steel conduit upto 30 cm length, painting and wiring the down rods and connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.AS per DSR No 1.42 Please Enable Macros to View BoQ information |
