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| 1 | Civil Work: |
| 2 | E/W in excavation by mechanical means (Hydraulic excavatory) manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and for all lift, as directed by Engneer-in-charge. As per DSR No. 2.6.1 |
| 3 | Providing and laying in 1:5:10 (1 cement : 5 F/sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) as directed by Engineer-in-charge. As per DSR No. 4.1.11 |
| 4 | Providing and laying 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 directed by Engineer-in-charge. As per DSR No. 6.1.2 |
| 5 | Providing and laying Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree 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 20mm nominal size derived from natural sources) directed by Engineer-in-charge. As per DSR No. 5.3 |
| 6 | Steel reinforcement for R.C.C. work ready to use \\"cut and bend\\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level thermo-mechanically treated bars of grade Fe-500D or more as directed by Engineer-in-charge. As per DSR No. 5.22B.1 |
| 7 | Providing and laying 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 size in Cement Mortar 1:6 (1 cement : 6 coarse sand) as directed by Engineer-in-charge. As per DSR No. 6.4.2 |
| 8 | 15 mm thick plaster with cement &Coarse sand in 1:6 (1 cement : 6 coarse sand) as per direction of Engineer as per As per DSR No. 13.5.1 |
| 9 | 12 mm thick plaster with cement &Coarse sand in 1:6 (1 cement : 6 coarse sand) as per direction of Engineer as per As per DSR No. 13.4.2 |
| 10 | Providing & applying white cement based putty of average thicness 1 mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per DSR No. 13.80. |
| 11 | Finishing walls with Acrylic Smooth exterior paint of required shade :-New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @0.90 litre/10 sqm) as direction of the Engineer-in-charge. as per DSR No. 13.46.1 |
| 12 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.as direction of the Engineer-in-charge. as per DSR No. 13.62.1 |
| 13 | Providing and fixing angle iron frames foor doors. Windows and ventilators ofr mild steel Angle sections of size 35x35x5mm or 35x5mm, joints mitred and welded by angle iron 35x35x5mm or 35x5mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying priming coat of approved steel primer all complete as per the direction of Engineer-in-charge As per DSR No. 10.31 |
| 14 | Providing and fixing angle iron frames foor doors. Windows and ventilators ofr mild steel Angle sections of size 35x35x5mm or 35x5mm, joints mitred and welded by angle iron 35x35x5mm or 35x5mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying priming coat of approved steel primer all complete as per the direction of Engineer-in-charge As per DSR No. 10.31 |
| 15 | Providing and fixing of 35 mm thick door, window shutters all complete as per direction of Engineer-in-charge DSR No 9.5.2.1 |
| 16 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete 40mm thick with 20mm nominal size stone aggregate as direction of the Engineer-in-charge. as per DSR No. 11.3.1 |
| 17 | Supply and fixing Iron 50 mm GI pipe etc complete |
| 18 | Supply and fixing of iron cap etc complete |
| 19 | Supply and fixing of nut bolt etc |
| 20 | Supply and fixing of iron washer etc |
| 21 | Supply and fixing of 2.50 shut 4\\" long J-hook |
| 22 | Supply and fixing of G.I. corrgated sheet etc complete |
| 23 | Supply and fixing of factory wired integral LED flood light luminaries with die cast aluminium housing built with driver set suitable for 200 Watt. Confirming to IP 66 protection complete in all respect SI.No. 23.26 |
| 24 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand all around and protected with burnt bricks on sides and on top On surface the cable run shat be fixed on M.S. Clamps etc. of suitable size or as directed by the Engineer-in-charge, complete in all respect. The ammouring of the cable shall be properly connected with the earth conductor by clamps etc for 16sq.mm. 4 core.Schedule 2024 SI No.20 a 1.9 |
| 25 | Electrification work (Exhaust Fan) etc complete. |
| 26 | Providing and fixing inaugration black granite (Polished) 20 mm thick stone size 0.90x0.75 cm. including lettering, printing, border etc will be painted of superior quality is required shade and colour including fixing exavation of foundation (1.40x0.50x0.40cm), P.C.C. 1:6:12 (1.40x0.50x0.15cm), brick work 1:3 cement coarse sand up to G.L. (1.40x0.23x1.35cm), 12 mm thick plaster 1:3 cement coarse sand and finihing walls with water proffing white cement paint of approved make and quality such as super snowcem paint etc. all complete. as per analysis Please Enable Macros to View BoQ information |