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| 1 | DISMANTLING WOODEN TILES / ALUMINIUM / GYPSUM PARTITIONS, DOORS, WINDOWS, FIXED GLAZING AND FALSE CEILING including disposal of unserviceable surplus material and stacking of serviceable materials within 100 m lead as directed by the Engineer-in-Charge. |
| 2 | DISMANTLING PLAIN CEMENT CONCRETE manually / by mechanical means carefully without damaging adjacent structures including disposal of debris within 200m lead as per direction of Engineer-in-Charge. |
| 3 | DISMANTLING TILE WORK IN FLOORS AND ROOFS laid in cement mortar including stacking material within 100m lead for thickness of tiles above 25 mm and up to 40 mm etc. complete as directed by Engineer-in-Charge. |
| 4 | DISMANTLING BRICK WORK in cement mortar carefully without damaging adjacent structures including stacking of materials and disposal of unserviceable materials within 100m lead as per direction of Engineer-in-Charge. |
| 5 | DISMANTLING OF RCC WORKS carefully manually without damaging adjacent structures excluding cutting of reinforcement including stacking of steel reinforcement bars and disposal of unserviceable materials within 200m lead as per direction of Engineer-in-Charge. |
| 6 | DISMANTLING OLD PLASTER OR SKIRTING carefully, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 100m lead etc. complete as directed by Engineer-in-Charge. |
| 7 | DISMANTLING DOORS, WINDOWS AND CLEAR STOREY OPENINGS (steel / wood) shutter including chowkhats, architraves, holdfasts etc. complete and stacking within 100m lead etc. complete as directed by Engineer-in-Charge. |
| 8 | Area 3.00 SqM and below. |
| 9 | Area 3.00 SqM and above. |
| 10 | LEAD CHARGES FOR LEAD UPTO 30 KM by mechanical transport including loading, unloading, stacking / levelling etc. The rates are applicable for NET Quantities arrived after making deduction for voids @ 30% from corresponding TRUCK Measurement. Note: Finding authorised ground for disposing debris, transporting of debris at disposal ground, disposing, stacking, levelling & statutory Charges if any will be responsibility of the Contractor and no extra Charges shall be paid for the same. The debris from identified area shall be cleared every week after accumulation of minimum One Track Load. |
| 11 | Debris up to and including 5 km |
| 12 | Lead Charges for Lead Exceeding 5KM for every 1KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc. |
| 13 | Providing and laying in position CEMENT CONCRETE OF 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centring and steel reinforcement at all Levels as directed by the Engineer-in-Charge.Note: Minimum Cement Content to be as per the latest revision of the relevant IS Codes. |
| 14 | Providing REINFORCEMENT FOR REINFORCED CEMENT CONCRETE at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tying in position with 1.6 mm dia soft drawn annealed binding wire all labour charges, cost of cover blocks in specified grade of concrete etc. complete including cost of binding wire as per specifications and drawings. Steel Supplied by the Contractor. Using TMT bars of specified grade all dia bars to be supplied by the contractor of IS Code IS: 1786 complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-charge. |
| 15 | Providing, centring, shuttering FORM WORK USING PVC FILM FACED PLYWOOD to get a neat form finish surface for all types of structures including necessary strutting, propping, staging, supports etc and deshuttering the same after the specified time all as per drawings and specifications at all levels and as directed by the Engineer-in-Charge. For Super Structure with all necessary accessories complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-Charge. For Super Structure |
| 16 | Providing and laying 50 MM THICK CEMENT CONCRETE FLOORING WITH CONCRETE HARDENER TOPPING under layer 38 mm thick cement concrete 1:2:4 and top layer 12 mm thick wearing surface with metallic floor hardener, cement being mixed with metallic floor hardener of approved quality and make in the ratio of 4:1 (4 cement and 1 metallic floor hardener) by weight and this cement hardener compound mixed with 6 mm down graded stone aggregate in the ratio of 1:2 by volume including providing and fixing 30 X 3mm glass strip, This includes cost of cement slurry, finishing to the required finishing and cleaning neatly while handing over the areas etc. complete as per specifications and drawings. |
| 17 | MAKING OPENING IN BRICK MASONRY FOR DOOR / WINDOW / CLEAR STORY OPENING including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete to match existing surface including disposal of mulba/ rubbish to the nearest dumping ground as directed & approved by Engineer-in-Charge. |
| 18 | Providing and constructing BRICK WORK in cement mortar using Standard bricks of approved quality / class, make / brand in super structure above plinth up to Floor-II level in all shapes and sizes including curing, raking out joints complete as per specifications and as directed by the Engineer-in-Charge. Brickwork in super structure with standard bricks in C.M 1:4 using crushed sand. |
| 19 | Providing & applying 12 mm THICK READY MIX INTERNAL WATERPROOF PLASTERING for Internal/External faces of brickwork / concrete surfaces including preparation of the surface, curing, finishing etc. complete as per specifications (i) Clean the loos particle, dust, oil, grease etc. properly from the surface, (ii) Mix required quantity of Waterproof Plaster with 2.8 to 3.2 litres of water to get desired consistency, (iii) Mix with low speed spiral mixer to get lumps free paste, (iv) Apply on surface with trowel, Coverage @ 0.92 to 1.10 SqM/20Kg to get even surface etc. complete as directed by the Engineer-in-Charge. Note: (1).Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 20 | Providing 20 mm THICK PLASTERING USING READY MIX EXTERNAL PLASTERING COMPOUND for External faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning complete. all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-Charge. Note: (1).Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 21 | Structural repairs works with PRE-PACKED DUAL SHRINKAGE CONTROLLED POLYMER MODIFIED REPAIR MORTAR (PMM) component ready-to-use, structural grade high build, alkali-resistant, fibre-reinforced, thixotropic polymer modified repair mortar having excellent bond strength to old damaged concrete structures / surfaces by the following process:1) Removal of loose/spalled or damaged concrete by chipping and cleaning the concrete surface to open up to 20 mm behind the reinforcement steel with wire brush and with clean water including removal of dirt, paint, wax, oil, grease, laitance, foreign substances, etc. Mechanically profile and prepare concrete surfaces by abrasive blasting, water jetting or other engineer approved methods 2) Cleaning the rebars with Acetone for complete rust removal and washing with water to make the surface clean. Ensure that the concrete substrate and ambient temperatures are between (10°C and 35°C) before application 3) Applying protective coat / bond coat using Styrene Butadiene Rubber (SBR) polymer and cement in the proportion of 1: 1 (1 part of polymer : 1 parts of cement). 4) Mixing full 25 Kg bag with clean potable water in water to product ratio of 0.12 to 0.18), mixed by heavy-duty slow speed (300 to 600 rpm) drill with spiral mixing paddle or forced action pan mixer pan for 3 minutes to achieve uniform lump free mortar consistency. 5) Applying polymer modified mortar with trowel & float as directed by the Engineer-in-Charge. Note: (1).Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. (2).Scaffolding as required shall be paid separately in relevant Item. (3)Scaffolding will be paid separately under relevant item. |
| 22 | Providing and fixing DOUBLE TUBULAR SCAFFOLDING SYSTEM FOR WALL CLADDING STONE REPAIRING WORKS using H- frames with cup lock type on the exterior side up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube jallies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as directed & approved by Engineer-in-Charge. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding . |
| 23 | Providing WOOD WORK IN FRAMES OF DOORS, WINDOWS, CLEAR STORY OPENINGS (Using Second class teak wood only) and other frames, wrought framed and fixed in position of required size and shape including sawing, jointing, making rebates for shutters, making grooves as shown in the drawings, finishing the surfaces to the required finish all as per specifications and drawings including necessary MS hold fasts 40 mm X 3 mm thick, 200 mm long / with coach screws including protective painting to the surface that will come in contact with walls, joining materials, labour etc. complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-Charge. Note: (1).Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. (2). This Item shall be primarily for wooden frame work below stage platform. |
| 24 | ANTITERMITE TREATMENT by supplying and injecting with approved quality chemical emulsion at the rate standard concentrations as per IS:6313-2001 Part-II for post antitermite treatment to existing buildings as per manufacturers specifications and as directed by the Engineer-in Charge. Work to be executed by approved agency and specified guarantee for 7 (Seven) years shall be furnished by the tenderer. Payment will be cleared only after submission of guarantee. |
| 25 | Providing and fixing 18 mm THICK BWP MARINE PLYWOOD on existing frame work etc. with necessary hardware's complete as per architect's instructions & Detail Drawings and as directed by Engineer-in-Charge. Note: (1).Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 26 | Providing and fixing 20 mm THICK THERMOASH SOLID WOOD WOODEN FLOORING with plank size not less than 2100 mm x 150 mm (with tongue-groove locking arrangement having pre-thermotreated, laid with 2mm thick underlayer polyurethane foam on polythene sheet 250 micron, over a smooth, flat, hard subfloor free from moisture <80%, grew etc. complete in all respect with requisite accessories like end profile, transition profile, reducer \\"t\\" profile etc. wherever required and preparation of base etc. all complete as per Architectural Detail Drawings and as directed by Engineer-in-Charge. Note: (1).Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. Please Enable Macros to View BoQ information |
| 27 | Providing and fixing 20 mm THICK THERMOASH SOLID WOOD WOODEN FLOORING with plank size not less than 2100 mm x 150 mm (with tongue-groove locking arrangement having pre-thermotreated, laid with 2mm thick underlayer polyurethane foam on polythene sheet 250 micron, over a smooth, flat, hard subfloor free from moisture <80%, grew etc. complete in all respect with requisite accessories like end profile, transition profile, reducer \\"t\\" profile etc. wherever required and preparation of base etc. all complete as per Architectural Detail Drawings and as directed by Engineer-in-Charge. Note: (1).Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. Please Enable Macros to View BoQ information |
