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| 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 puto 50 m and for all lift, as directed by Engineer-in-Charge: All kinds of soil. AS per DSR 2.6.1 |
| 2 | 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. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shutering- All work up to plinth level: 1:5:10 ( 1 cement: 5 fine sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources). As per DSR Code 4.1.11 |
| 4 | 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.40 mm thick with 20 mm nominal size stone aggregateAs per DSR No.11.3.1 |
| 5 | 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) per DSR Code 5.1.3 |
| 6 | 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 |
| 7 | 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-II) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 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-II) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. As per DSR Code 5.22.6 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. As per DSR Code 5.9.1 |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. As per DSR Code 5.9.6 |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Lintles, beams, plinth beams, griders, bressumers and cantilevers with water proof ply 12 mm thick. As per DSR Code 5.9.21 |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick. As per DSR Code 5.9.20 |
| 14 | 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 Code 6.1.2 |
| 15 | 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 Code 6.4.2 |
| 16 | 12 mm thick plaster on the plane side of single or half brick wall of mix 1:6 (1 cement : 6 fine sand). |
| 17 | 15 mm thick plaster on the rough side of single or half brick wall of mix 1:6 (1 cement : 6 fine sand). |
| 18 | Finishing walls with water proof cement paint of approved make and quality on new work with two or more coats applied @ 3.84 kg/10 sqm to give an even shade including supply of all materials labour and tools and plants etc.required for proper completion of the work As per D.S.R. Code No. 13.44.1 |
| 19 | 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 coat of suitable shade with ordinary paint of approved brand and manufacture. As per DSR No. 13.62.1 |
| 20 | Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete.DSR Code 14.12 |
| 21 | Providing and fixing ISi marked flush door shutters conforming to IS: 2202 (Part 1) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 30 mm thick including ISi marked Stainless Steel butt hinges with necessary screws. As per DSR No. 9.20.2 |
| 22 | Providing and fixing ISi marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS : 1378) 200x10 mm As per DSR No. 9.63.2 |
| 23 | Providing and fixing ISi marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS : 1378) 100x10 mm As per DSR No. 9.63.4 |
| 24 | Providing and fixing ISi marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) 300x16 mm As per DSR No. 9.62.1 |
| 25 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) size 125 mm As per DSR No. 9.66.1 |
| 26 | Providing and fixing brighy finished brass hanging type floor door stopper with necessary screws, etc. complete. As per DSR No. 9.82 |
| 27 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of seze 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x5 mm 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 a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. As per DSR No. 10.31 |
| 28 | 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 20 mm 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., complete. Size 600x600 mm As per DSR No. 11.41.2 |
| 29 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm As per DSR No. 12.41.2 |
| 30 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Bend 87.5° 110 mm bend. As per DSRI No. 12.42.5.2 |
| 31 | 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 cedium class PVC conduit, with modular switch, modular plate, suitable Gl 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 Code 1.10.1 |
| 32 | Supplying and fixing two module stepped type electronic fan requlator on the existing modular plate switch box including connections but excluding modular plate etc. as required. As per DSR Code 1.25 |
| 33 | Supplying and fixing 5 A to 32 A rating, 240/415 V. 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required Single pole . As per DSR Code 2.10.1 |
| 34 | Supplying and fixing PVC batten/angle holder including connections etc. as requred. As per DSR Code 1.58 |
| 35 | Desktop computers |
| 36 | Computer desk + chair sets |
| 37 | Operator / librarian desk & chair |
| 38 | 2-ton inverter split AC |
| 39 | AC installation & accessories |
| 40 | Ceiling / wall fans |
| 41 | LED lights |
| 42 | White/teaching board |
| 43 | CCTV system (2 cameras with DVR/NVR, 1TB HDD |
| 44 | Inverter |
| 45 | Tubular battery |
| 46 | Battery trolley & accessories |
| 47 | Router + network switch |
| 48 | LAN cabling points |
| 49 | Computer power points |
| 50 | Light point wiring |
| 51 | Fan point wiring |
| 52 | AC power point wiring |
| 53 | DB, MCB, changeover and inverter wiring |
| 54 | Earthing |
| 55 | Main cable, conduit, boards and sockets |
| 56 | Installation labour, testing & commissioning |
| 57 | S/Fixing of Sign. Board Please Enable Macros to View BoQ information |
