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| 1 | 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. |
| 2 | 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 the 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 25mm and up to 40mm. |
| 4 | DISMANTLING ALUMINIUM FRAME WORK / GYPSUM PARTITIONS / FIXED GLAZING / FALSE CEILING including disposal of unserviceable surplaus material and stacking of serviceable materials within 100m lead as directed by the Engineer-in-Charge. |
| 5 | DISMANTLING DOORS, WINDOWS AND CLEAR STOREY OPENINGS (STEEL / WOOD) SHUTTER including chowkhats, architraves, holdfasts etc. complete and stacking within 100 m lead (full windows) Of area 3.00 Sq.M and below as per direction of Engineer-in-Charge. |
| 6 | DISMANTLING BRICK WORK in cement mortar carefully without damaging adjacent structures including stacking of materials and dispoal of unserviceable materials within 100m lead as per direction of Engineer-in-Charge. |
| 7 | 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. |
| 8 | DISMANTLING STONE SLAB flooring laid in cement mortar including stacking of serviceable materials and disposal of unserviceable materials within 200 m lead as per direction of Engineer-in-Charge. |
| 9 | DISMANTLING STEEL WORK in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismantling and stacking within 100 m lead |
| 10 | DISMANTLING ROOFING including ridges, valleys and gutter etc and stacking the material within 50 m lead. G.S Sheet / FRP Sheet / AC Sheet as per direction of Engineer-in-Charge. |
| 11 | LEAD CHARGES FOR LEAD UPTO 30 KM by mechanical transport includinmg 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 debries, trasporting of debries at disposal ground, disposing, stacking, leveling & statutery 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. |
| 12 | Debris Beyond 4 Km but up to and including 5 km |
| 13 | Lead Charges for Lead Exceeding 5KM for every 1KM or part thereof, by mechanical transport includinmg Noading unloading, stacking / levelling etc. |
| 14 | Providing Structural steel work using angles, channels, joists and other sections, welded and / or bolted in built up sections for trusses , structural steel floors, frame works, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by the Engineer in charge.Note: 1) Structural steel required for the work shall not be supplied by the Department and the contractor has to procure the same. 2)Welding weights, connections, bolts and nuts, anchor bolts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate.(3) All holes will be made by drilling only. Gas cutting of holes will not be permitted. (4) Edges of plates shall be grinded to uniform smooth finish. '(5) Full length welding shall be carried out as directed by the EIC. |
| 15 | Up to and including 300 mm Joists, 350 mm channels, and below sections Using materials of approved equivalent quality/ product meeting technical parameters, confirming to IS 2062. All test reports to be provided along with the supply of the materials. |
| 16 | Providing Structural steel work in M.S Plain Plates and chequrred Plates for Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc. including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications. Using materials manufactured by approved manufacturer. All test reports to be provided along with the supply of the materials.Note: 1) Structural steel required for the work shall not be supplied by the Department and the contractor has to procure the same. 2)Welding weights, connections, bolts and nuts, anchor bolts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate.(3) All holes will be made by drilling only. Gas cutting of holes will not be permitted. (4) Edges of plates shall be grinded to uniform smooth finish. '(5) Full length welding shall be carried out as directed by the EIC. |
| 17 | Providing and fixing ANCHOR FASTNER of approved make including drilling in concrete as per requirement for fixing EPs or other structures all as specified by the manufacturer etc. complete all as per specifications and drawings or as directed by Engineer-in-Charge. |
| 18 | 10 mm diameter 100 mm Long |
| 19 | 12 mm diameter 100 mm Long |
| 20 | 16 mm diameter 100 mm Long |
| 21 | Providing and fixing 1.0mm THICK 75mm FLANGE x 50mm WEB ALUMINIUM Z-SECTION TO FORM C-SECTION AS PER SITE CONDITION FOR COVERING GAP/JOINTS BETWEEN STONE CLADDING & WALL with self drill screws including cost of all materials, labour, tools & tackles, plant & machinery, consumables, testing, preparation & submission of shop / fabrication drawing etc. all complete as per drawings and as directed by the Engineer-in-Charge. Scaffolding as required shall be paid in separately in relevant Item. |
| 22 | Filling the grooves of expansion joint horizontal / vertical tightly with POLYURETHANE BACKER ROD/SHEET as required upto a height of 20m including cost of all materials, labour, tools & tackles, plant & machinery, consumables, testing etc. all complete as per drawings and as directed by the Engineer-in-Charge. Note: Scaffolding as required shall be paid separately in relevant Item. |
| 23 | Providing & Laying one coat of TWO-COMPONENT POLYURETHANE BASED FLEXIBLE COATING on top of the metal channel (Cleaning of the metal channel with brush and water if required thoroughly and allowing the surface of the channel to dry completely) followed by evenly sprinkling of quartz sand on top of the wet coating on the internal surface of the entire metal channel and leave it for air curing for 24 hrs. The PU coating should be a type 5 adhesive as per IS 15477: 2019 and should have the following properties: Appearance: Part A - White Paste / Part B - Pale Yellow; Specific Gravity (g/Cm3): Part A - 1.83 / Part B - 0.97; Mixed Density: 1.7 ± 0.2; Viscosity of Mixture: ≈750000 mPa.s measured with Brookfield Viscometre with rotor 7 RPM 5; Adhesive Thickness: from 2 to 5 mm; Mix Ratio by weight: Part A - 9 & Part B – 1; Consistency of mix: Very Viscous; Pot life: 50 to 60 Minutes; Open time (EN 12004-2): 30 to 40 Minutes; Vertical slip (EN 12004-2): ≤ 0.5 mm; Coverage: 2 ≈ 1.7 kg/m per mm of thickness; Shear Adhesion after 28 days (IS 15477: 2019): ≥ 6 N/mm2; Shear adhesion strength after water immersion (EN 12004-2) : ≥ 3.5 N/mm2; Shear adhesion strength after thermal shock (EN 12004-2): ≥ 3.5 N/mm2; Shear adhesion strength - Heat Ageing Conditon (IS 15477): ≥ 3.5 N/mm2; Adhesion to concrete (EN 12004-2): ≥ 3 N/mm2 (concrete yield); Elongation at break after 7 days ≈ 30%; Vertical slip (EN 12004-2) ≤ 0.5 mm; Resistance to temperature: from - 400 C to +1000 C; Deformability (IS 15477 : 2019): ≥ 10 mm with including cost of all materials, labour, tools & tackles, plant & machinery, consumables, testing etc. all complete as per drawings and 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. |
| 24 | Providing & Laying READY MIX MICRO MORTAR available in dry powder which requires only addition of clean water at site to produce a free flowing non shrink repair micro concrete composed of good quality cement, properly selected aggregates & additives suitable for using & repairing of damaged reinforced concrete elements like columns, beams & structure where the areas are restricted or not easily accessible for proper placement of concrete using vibrator. READY MIX MICRO MORTAR has excellent flow ability, work ability & proper particle size to reach small & congested reinforcement i.e. Appearance Grey powder, Minimum Dry Density 1800 Kg/m3, Minimum Wet Density 2100 Kg/m3, Minimum Pot life 60 mins, Minimum Flexural Strength 8.5 N/mm2, Minimum Tensile Strength 3.5 N/mm2, Minimum Expansion 0.45% etc. as per the manufacturer specifications including cost of all materials, labour, tools & tackles, plant & machinery, consumables, testing, preparation & submission of shop / fabrication drawing etc. all complete as per drawings and 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. |
| 25 | Providing & Laying one coat of ACRYLIC PRIMER on the cured Micro Concrete Surface. Allow it to dry for 3 hours. Applying 1st Coat of polyurethane based single component liquid membrane with brush or roller to achieve coverage of not less than 2.8 Sq mtr per Kg. After 24 Hours of air curing, applying 2nd Coat of polyurethane based single component liquid membrane perpendicular to first coat by brush or roller to achieve coverage of not less than 1.8 Sq mtr per Kg followed by sprinkling of quartz sand on the wet surface of the second coat. Allow air curing for 72 hours. The PU Coating to be used should have the following properties: Colour: White/Grey, Minimum Specific gravity: 1.4 ± 0.1, Solid % :70 ± 5, Application temperature: 5 C to 50 C, Service temperature: 40 C to +70 C, Elongation (ASTM D 412): >400%, Tensile Strength (ASTM D 412): ≥2.5N/mm2 , Adhesion in peel test (ASTM C 836): ≥30N, Water permeability @5 bar, mm (BSEN 12390): Nil, Tear resistance (ASTM D624-00): 15 (KN/m), Water vapour transmission 2.3mm film (g/m /hr): 0.4 - 0.6, Initial hardness (Shore A) (ASTM D 2240): ≥50, Crack Bridging ability (ASTM C 836): No cracks upto >1.5 mm, Solar Reflectance Index ASTM E1980, White : 105%, Chemical resistance: Unaffected by mild acids, alkalis and water borne salt does not biodegrade as per the manufacturer specifications including cost of all materials, labour, tools & tackles, plant & machinery, consumables, testing, preparation & submission of shop / fabrication drawing etc. all complete as per drawings and 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. |
| 26 | Providing and laying in position Reinforced Cement Concrete(RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications. Note: The minimum cement content for RCC works should be as per the latest revision of the relevant IS code. - up to Plinth Level (up to Structural Floor level of Ground Floor) |
| 27 | Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated with 1.6 mm dia soft drawn annealed G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. etc. complete including cost of binding wire, complete as per specifications and drawings. - Steel supplied by the contractor. - Using TMT bars of specified grades all dia bars. TMT bars to be supplied by the contractor manufactured by approved brands of BARC only Confirming to IS:1786 Notes : 1. The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also testing third party from approved laboratories with out any extra cost. 2. Binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment. 3. Cover blocks shall be of same grade of concrete. |
| 28 | Providing centering, shuttering FORM WORK USING PVC FILM FACED PLYWOOD to get a neat form finish surface for all types of structures including necessary strutting, proping, 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 acessories complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-Charge. |
| 29 | Providing and fixing in position 50 mm thick Joint filler board of Approved make in expansion joints to the required size and shape, placing and keeping in positioncomplete as per specifications and drawings and as directed by the Engineer in charge. |
| 30 | Providing & laying seamless bonding layer of 75mm width x 50mm depth in between gaps by supplying & applying POLYURETHANE FOAM PU-SP (NON FIRE GUN GRADE) / PU-SC (NON FIRE ANNUAL GRADE) for filling the gaps in uniform layer. The Surfaces should be clean, free of dust, grease & other impurities before applying the POLYURETHANE FOAM. Dry and porous surfaces should be moistened with water and the optimal temperature can be maintain at work site of about 20°C to 25°C. Before applying, shake the sealed can of POLYURETHANE FOAM of 750ml thoroughly (about 20 times) with the valve upside down. After shaking, remove the protective cap and screw the adapter / Dispenser Gun. Hold the can upside down and activate the foam by pressing the valve. It should be considered that the POLYURETHANE FOAM would expand 2-3 times. For filling a gap wider than 50 mm with POLYURETHANE FOAM, work will be in layers. Apply the second layer once the first one has hardened in 4-6 hours. Once the foam has been hardened, cut the potruded portion with a sharp knife to make the surface in uniform layer and if required, finish the surface with sealant covering, plastering, painting, etc. To provide a better performance of POLYURETHANE FOAM, surface to be moistened before application and cured foam must be protected against UV. The POLYURETHANE FOAM Can comes in 750ml Can with a volume coverage of 33-38ltr and compressive strength of 0.04-0.95 MPA with all necessary acessories complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-charge.Note: (1) CONSIDERED GAP SIZE OF 75MM WIDTH X 50MM DEPTH. (2) 5 Years Warranty of the work in the form of Tri-Party Agreement to be submitted by the contractor. |
| 31 | Providing & Laying non-sagging, 2 component, chemical resistance, elastomeric, POLYSULPHIDES JOINT SEALANT designed to seal construction & automotive joints after curing to form a tough, flexible, anti-aging, thermal stress resistance, non-shrinkage, non-staining rubber like seal suitable for excellent adhesion to concrete, stone, metal etc. and having resistant to many chemicals & outdoor exposure. POLYSULPHIDES JOINT SEALANT is suitable for use in both vertical and horizontal applications. Primer shall be applied to a clean and dry surface prior to the installation of backer rod or bond breaking tape. Apply PP-110 porous primer on surface. The primer shall be applied by a brush in a thin coat for obtaining clean & neat finish. Masking tape shall be applied on both the edges of the joints before applying the primer with all necessary acessories complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-charge.Note: (1) CONSIDERED GAP SIZE OF 10MM WIDTH X 10MM DEPTH. (2) 5 Years Warranty of the work in the form of Tri-Party Agreement to be submitted by the contractor. (3).Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. |
| 32 | Providing & Laying POLYURETHANE ELASTOMERIC SEALANT FOR STONE CLADDING GAPS of elastic, single component, moisture curing, non-sag, gun grade hybrid type which is designed to seal construction & automotive joints that are subjected to movement. POLYURETHANE ELASTOMERIC SEALANT has a very good adhesion to all Construction & Industrial Material and can be applied to joints between 5mm to 10mm wide gap & 25mm deep. Design Joints which are expected to experience continuous cyclic movement should be designed such that the sealant is applied to an optimum width to depth ratio of 2:1 subject to the coverriding recommended minimum sealant depths of (i)5mm for accurately formed, non-porous surfaces such as glass and metal, (ii)10mm for precast concrete, brick and other porous surfaces etc. The sealing slot should be formed by using a backer rod which supports the sealant during application and provides a bondbreaker at the base of the slot to allow movement to accommodate over the full length with all necessary acessories complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-charge.Note: (1) CONSIDERED GAP SIZE OF 10MM WIDTH X 10MM DEPTH. (2) 5 Years Warranty of the work in the form of Tri-Party Agreement to be submitted by the contractor. Please Enable Macros to View BoQ information |
| 33 | Providing & Laying POLYURETHANE ELASTOMERIC SEALANT FOR STONE CLADDING GAPS of elastic, single component, moisture curing, non-sag, gun grade hybrid type which is designed to seal construction & automotive joints that are subjected to movement. POLYURETHANE ELASTOMERIC SEALANT has a very good adhesion to all Construction & Industrial Material and can be applied to joints between 5mm to 10mm wide gap & 25mm deep. Design Joints which are expected to experience continuous cyclic movement should be designed such that the sealant is applied to an optimum width to depth ratio of 2:1 subject to the coverriding recommended minimum sealant depths of (i)5mm for accurately formed, non-porous surfaces such as glass and metal, (ii)10mm for precast concrete, brick and other porous surfaces etc. The sealing slot should be formed by using a backer rod which supports the sealant during application and provides a bondbreaker at the base of the slot to allow movement to accommodate over the full length with all necessary acessories complete as per design-patterns, drawings, specifications as directed & approved by Engineer-in-charge.Note: (1) CONSIDERED GAP SIZE OF 10MM WIDTH X 10MM DEPTH. (2) 5 Years Warranty of the work in the form of Tri-Party Agreement to be submitted by the contractor. Please Enable Macros to View BoQ information |
