Construction of Retaining Wall, Arresting External Wall Leakages, Repairs of Dining Hall and miscellaneous works at IAS Association Campus at Begumpet

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. and overheads and contractor profit complete for finished item of work excluding dewatering charges as per SS 20B (APSS 308) in Ordinary Soil-Mechanical Means upto 3 m depth as directed by the Engineer - in - Charge For Construction of Retaining wall at IAS Quarters Building

Providing Plain cement concrete 1:4:8 using 40 mm metal with concrete mixer upto plinth level as approved by the department including cost and conveyance of all materials to site, machine mixing of concrete, all lifts, leads, delifts, centering, laying in position, vibrating, compacting, curing, removal of centering, all labour charges, tools and plants, and all other incidental and operational charges etc., complete as per specifications, drawings and as directed by the Engineer - in - Charge .For Construction of Retaining wall at IAS Quarters Building

RCC M- 20 Nominal mix (Cement: fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water, etc., to site, including all operational, incidental and labor charges such as machine mixing, laying concrete, curing, etc., complete for finished item of work as directed by the Engineer - in - Charge for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) .For Construction of Retaining wall at IAS Quarters Building

RCC M- 20 Nominal mix (Cement: fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water, etc., to site, including all operational, incidental and labor charges such as machine mixing, laying concrete, curing, etc., complete for finished item of work as directed by the Engineer - in - Charge for COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGSFor Construction of Retaining wall at IAS Quarters Building

providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126) as directed by the Engineer - in - Charge .For Construction of Retaining wall at IAS Quarters Building

Supplying and fabricating, erecting and fixing of MS Angular Sections of approved design with structural steel.,complete as per the sketch enclosed including cost and conveyance of all materials, labour charges for erecting & fixing all structural steel works erecting in position and fixing complete in position, labour charges for fabrication, all incidental charges, overheads and contractor profit etc., complete for finished item of work as directed by the Engineer-in-Charge .For Construction of Retaining wall at IAS Quarters Building

Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) - 8 Gauge all incidental charges, overheads and contractor profit etc., complete for finished item of work as directed by the Engineer-in-Charge For Construction of Retaining wall at IAS Quarters Building

Painting to new walls with 2 coats of plastic emulsion paint of approved brand and shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 911 as directed by the Engineer - in - Charge For Construction of Retaining wall at IAS Quarters Building

Providing and applying Exterior grade Texture ready mixed paint with sand texture added sand particles Acrylic copolymers and mineral compounds, bactericides and various additives. of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work for external walls - excluding cost of access scaffolding as directed by the Engineer - in - Charge For Arresting of Seepeage water into lifts Shaft & Water proofing and painting of precast side walls for Multipurpose building at IAS quarters

A long lasting two part elastomeric sealant of Bostik P590 seal or its equivalent using with a rubber like finish, designed specifically for sealing expansion joints.High Movement Tolerance. Effectively absorbs significant joint movement caused by expansion and contraction. Excellent Chemical Resistance Resists water, fuels oils, solvents, and harsh weather conditions.Long-Term Flexibility: Maintains elasticity and prevents cracking over time, even under extreme temperature variations including all charges complete for finished item of work as directed by the Engineer - in - Charge For Arresting of Seepeage water into lifts Shaft & Water proofing and painting of precast side walls for Multipurpose building at IAS quarters

A two-layer waterproofing system on the terrace using FOSROC RFX Brush Bonda high-performance polymer modified cementitious costing applied by hrush in two coats. The first coat covers the entire surface, and the second coat is applied at 90° to the first for full coverage. The system forms a seamless, flexible, and durable waterproof barrier against water ingress, carbonation, and chloride attack, with a total thickness of approx. 1.2-1.5 mm. Suitable for terraces, balconies, and podiums, conforming to IS 2645 A final Screed layer incorporating Fosroc Nitobond SBR, a high-quality styrene-butadiene rubber-based bonding agent, is applied to enhance adhesion, flexibility, and durability. The bonding slurry is prepared as per manufacturer's guidelines, followed by a cement-sand screed mixed with Niteband SBR to reduce shrinkage, improve bonding and increase crack resistance. This screed provides a tough, wear-resistant finish for both internal and external applications, conforming to15 2645, 18 9103 and IS 456 standards.including all charges complete for finished item of work as directed by the Engineer - in - Charge For Arresting of Seepeage water into lifts Shaft & Water proofing and painting of precast side walls for Multipurpose building at IAS quarters

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. and overheads and contractor profit complete for finished item of work excluding dewatering charges as per SS 20B (APSS 308) in Ordinary Soil-Mechanical Means upto 3 m depth as directed by the Engineer - in - Charge For Extension of pickle Ball Court at ias Quarters Building

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting withVibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.13 and Technical Specification Clause 406 MORD / MORTH. including Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge For Extension of pickle Ball Court at ias Quarters Building

RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate , coarse aggregate, water etc., to site and sales & on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but including centering and shuttering charges as directed by the Engineer - in - Charge for FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) For Extension of pickle Ball Court at ias Quarters Building

Supplying and fabricating, erecting and fixing of MS poles of approved design with structural steel.,complete as per the sketch enclosed including cost and conveyance of all materials, labour charges for erecting & fixing all structural steel works erecting in position and fixing complete in position, labour charges for fabrication, all incidental charges, overheads and contractor profit etc., complete for finished item of work as directed by the Engineer-in-Charge For Extension of pickle Ball Court at ias Quarters Building

Supply and installation of ITF certified 8 layers acrylic system with thickness upto 2mm. The flooring should be certified by International Tennis Federation (ITF) and should have application as first layer of primer (% 100 acrylic latex based emulsion to improve bond of acrylic court system to the asphalt surface having consumption ratio of 0.014kg/sqft), second layer of acrylic Resurfacer (Filling and smoothing asphalt or concrete surfaces in preparation for Acryflex T tennis court system. And also fills the surface chips, voids and conceals repairs while providing a smooth surface for color coating It should have a consumption ratio of 0.046kg/sqfl), third and fourth layer of Precoat (Quartz filled % 100 acrylic latex based 26 textured tennis coat with total consumption ratio of 0.078 kg/sqti) and Fifth layer of Topcoat (100% acrylic latex polymer & colour coat for the finished surface to protect from UV. It should have consumption ration of 0.023 kg/sft). On top of these 5 layers, the line marking should be done with Overline paint (100% acrylic latex based high hiding line paints. It should have consumption ratio of 4 kg/court). The acrylic resurfacer must have silica sand infill to be embedded into it with consumption ratio of 0.065 must The be kg/sqft product approved/licensed/preferred by the respective International Sports Federation & used at the Indian/International Championships recognized by the respective Regional including all charges complete for finished item of work as directed by the Engineer - in - Charge