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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-incharge. All kinds of soil |
| 2 | 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. |
| 3 | 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 derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 4 | Centring and shuttering including strutting,propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. |
| 5 | Suspended floors, roots, landings, balcnies and access platform. |
| 6 | Lintels, beams, plinth bams, griders, bressumers and cantilevers. |
| 7 | Columns,Pillars, Piers, Abutments, Posts and Struts |
| 8 | Weather shade,Chajjas, corbels etc. including edges |
| 9 | Arches, domes, vaults up to 6 m span |
| 10 | Extra for arches, domes, vaults exceeding 6 m span |
| 11 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 13 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level. Concrete of M25 grade with minimum cement contant of 330 kg/cum |
| 14 | All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 16 | 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) |
| 17 | Providing and fixing 200x200x75 mm thick Flag stone hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. |
| 18 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing. 40mm Thick |
| 19 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. |
| 20 | Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. |
| 21 | 12mm cement plaster of mix : 1:4 (1 cement : 4 Coarse sand) |
| 22 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) |
| 23 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 24 | Glass Reinforced Concrete (GRC) Screens/Panels in THICKNESS (50-60mm on outside borders), approved size, pattern, design and color. The Screens should be made from ‘53 grade’ White Portland Cement manufactured by ‘JK Cement’ or equivalent, Quartz, Fine Silica Sand, Alkali Resistant Glass Fibres manufactured by ‘Saint Gobain’ or equivalent, Super Plasticizers manufactured by ‘BASF’ or equivalent, Polymers manufactured by ‘BASF’ or equivalent and U.V resistant Synthetic inorganic pigments should be used for pigmentation manufactured by ‘Bayferrox’ or equivalent. The material casting should take place in Synthetic Rubber / FRP Mould. Fixing shall be done by dry stone cladding method as per CPWD specifications. |
| 25 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 4982, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter |
| 26 | Providing and fixing on wall face unplasticised - PVC mmoulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IA : 13592 Type A, including jointing with seal ring conforming to IS : 5382,leaving 10 mm gap for thermal expansion Coupler 110mm |
| 27 | Single Tee with door 110X110X110MM |
| 28 | Bend 87.5° 110 mm bend |
| 29 | Shoe (Plain) 110 mm Shoe |
| 30 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. without disturbing the other structural elements.Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 31 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. without disturbing the other structural elements such as column, beams & slab. |
| 32 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar |
| 33 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below |
| 34 | Of area beyond 3 sq. metres |
| 35 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm |
| 36 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 37 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 38 | Providing and Executing Art /Mural Work using Approved exterior- Grade Acrylic Paints including Surface Prepartion, Primer, Hand Painted Artwork as per approved Design |
| 39 | Laser- Cut MS jali inspired by traditional sanjhi art of Braj _ vrindavan, depicting Radha- Krishna Motifs through light- and - shadow patterns in a durable Achitectural forms. |
| 40 | Panel Sizes & Framing Providing and fixing MS Frame using 25X25mm or 40X20 mm Box Section Back stiffeners provided to prevent bending or vibration |
| 41 | Providing, Carving, Supplying and Fixing relief stone mural panels of natural stone of 75-100mm thickness, includign material, carving, backing support, anchors, Stone sealer, scaffolding and complete installation as per approved design and drawings. |
| 42 | Less 5% as per GO Please Enable Macros to View BoQ information |
