|
| 1 | Earth work in excavation over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m; disposed earth to be levelled and neatly dressed all kind of soil. |
| 2 | Supplying and filling in plinth with sand under floors including, watering, ramming consolidating and dressing complete. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 4 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 5 | 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. upto floor five level excluding cost of centring, shuttering 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 6 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 7 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete .Thermo-Mechanically Treated bars. |
| 8 | Centring and shuttering including strutting, propping etc. and removal of form for removal of form for:Foundations, footings, bases of columns etc. for mass concrete. |
| 9 | Centring and shuttering including strutting, propping etc. and removal of form for removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 10 | Centring and shuttering including strutting, propping etc. and removal of form for removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 11 | Centring and shuttering including strutting, propping etc. and removal of form for removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 12 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 13 | 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) |
| 14 | 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 m and lift upto 1.5 m |
| 15 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil |
| 16 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. |
| 17 | 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.In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works. |
| 18 | Providing and fixing stainlesssteel (Grade304) railing made of hollow tubes,channels,plates etc.including welding grinding,buffing,polishing and making curvature (whereverrequired and fitting the same with necessary stainlesssteel nuts and bolts complete,i/c fixing the railing with necessary accessories and stainlesssteel dash fasteners,stainlesssteel bolts,etc.of the required size on the top of the floor of the side of waiste slab with suitable arrangement as pe rapproval of engineer incharge (for payment purpose, only the weight of the stainlesssteel members shall be considered excluding fixing accessories such as nut bolts,fasteners etc.).50mmdia.pipe,1.5mmthickness and weight1.92 Kilogram/r.metre |
| 19 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand, filling the joints with course sand etc. all complete as per the direction of Engineer-in-charge. |
| 20 | 12 mm cement plaster of mix :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 21 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 22 | 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 base coat of water proofing cement paint applied @2.20kg/10 sqm) |
| 23 | Designing, fabricating, testing, installing and fixing in the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.sThe Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required,proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick).The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant,backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest |
| 24 | Providing and fxing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size,including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing I paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : for fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 25 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 26 | Providing and fixing Acrylic LED letter / sign board of required size, sheet, letter in standered height upto 30 to 45 cm. And compared wdth of letter as per standered height including necessary LED fittings etc. Complete. |
| 27 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 28 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:One or more coats on old work. |
| 29 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade (One or more coats) applied @ 1.82 ltr/10 sqm |
| 30 | Total impact of GST for the purpose of CTC Please Enable Macros to View BoQ information |
