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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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 2 | Filing of carted earth |
| 3 | Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. |
| 4 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. |
| 5 | Diluting and injecting chemical emulsion for POSTCONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor :With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 6 | Class 150 brick work in 1:6 Cement and coarse sand in FM 2.25 mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work as per direction of E / I. |
| 7 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size). |
| 8 | Same as in item No.5 above but in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : coarse sand). |
| 9 | Half brick masonry 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. Cement mortar 1:3 (1 cement :3 coarse sand) |
| 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) (FOOTING) |
| 11 | Rcc lintel + Footing =1.466+40.824=42.29 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) : 3 graded stone aggregate 20 mm nominal size). (R.C.C. BEAMS) |
| 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) : 3 graded stone aggregate 20 mm nominal size). (R.C.C. BEAMS) |
| 13 | 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) : 3 graded stone aggregate 20 mm nominal size) (R.C.C. COLUMNS) |
| 14 | 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) : 3 graded stone aggregate 20 mm nominal size). (R.C.C. SLAB) |
| 15 | Mild steel or iron in plan work shch as reinforced concrete or reinforced brick (when not included in over all rates) brought to require shape as necessary and also including being for proper completion of work and including supply of all steel and wastage & over lapping & hooks. |
| 16 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand. F.M. 2.25 |
| 17 | 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand. F.M. 2.25 |
| 18 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 19 | 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 aggregate(room and Godown) |
| 20 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, .hardening compound mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete |
| 21 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick |
| 22 | 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 20mm 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 of Tile 600x600 mm |
| 23 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 24 | Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade. |
| 25 | Distempering with oil bound washable distemper of approved brand and manufacturer in desired shade to give an even shade complete on new work ( two +one more coats ) over and including priming coat. |
| 26 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand & anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. |
| 27 | Supply & fixing, Fabrication of Angle iron door chaukhat (40*40*5 mm) |
| 28 | Supply & fixing of flush doors commercial quality conforming to IS : 2202 (Part I) 1983 including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges, bolts, locks, handles, springs, fiting with necessary screws to be supplied departmentally. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 29 | S/F Z- setion window |
| 30 | M.S. grill for window |
| 31 | Providing & fixing mosquito proof heavy quality iron wire gauge of expended metal heavy quality over windows.(B77 |
| 32 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 33 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 34 | Fixing of D/W/V Chaukhats. DOOR |
| 35 | Fixing of D/W/V Chaukhats. WINDOW |
| 36 | Fixing of D/W/V Chaukhats. VENTILATOR |
| 37 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs '1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm |
| 38 | S/F of 4.0 mm thick glass panes for window shutter incluing supply of puty, brand & spring all material labour T&p etc. |
| 39 | Supply of glass strips for flooring.40mm wide & 4 mm thick |
| 40 | Providing alluminium sliding bolt anodised transparent or dyed to requered colour &shed with necessary screw etc. |
| 41 | Providing alluminium tower bolt anodised transparent or dyed to requered colour &shed with necessary screw etc. |
| 42 | Providing & fixing alluminium handle. |
| 43 | Supply and fixing rolling sutters of approved make made of 80*125 mm (3\\"*18 gauge) cold rolled MS Lath inter locked through their entire length and joined together at the end by locks and mounted on specially designed pipe shaft with brackets,side guides and arrangements for inside and outside locking with push and pull operationcomplete including the cost of top cover and spring. |
| 44 | Providing and fixing ball bearing for rollong shutters . |
| 45 | Making of Drain Along Apron(230x230) |
| 46 | Centering and shuttering including strutting, propping etc. and removal of form for : (a) Suspended floors, roofs, landings, balconies and access platform |
| 47 | Centering and shuttering including strutting, propping etc. and removal of form for : (c) Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 48 | Centering and shuttering including strutting, propping etc. and removal of form for : (d) Foundations, footings, bases of columns, etc. for mass concrete |
| 49 | Centering and shuttering including strutting, propping etc. and removal of form for : (e) Columns, Pillars, Piers, Abutments, Posts and Struts |
| 50 | COST OF INTERNAL ELECTRICAL WORKS (AS PER ESTIMATE) |
| 51 | FIRE FIGHTING (AS PER ESTIMATE) Please Enable Macros to View BoQ information |
