Municipal Corporation Tender

Granular sub-base/base/surface course with local materials (Table 400.13) Construction of granular sub-base by providing Quarry Rubbish / Surface Stone of Granite (CHATRU) spreading in uniform layers on prepared surface, and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD.

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) / Mild Steel (MS) bars (Fe 415 / Fe500 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 lapsplicing with binding wire of 18SWG, 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 incidential, operational, labour charges such as cutting, bending, placing in position, tying including steel and other taxes on all materials etc. complete for finished item of work in all floors (APSS No. 126). etc., complete as per ss and as directed by the site engineer.

Providing Sand Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH Including cost and conveyance of all materials and all labour charges etc., complete as per ss and as directed by the site engineer.

Providing Plastering with CM (1:4), 12mm thick single coat in CM including cost and conveyance of all materials like cement, sand, water etc. to site and all operational, incidential charges on materials and including cost of all labour charges for mixing motor, finishing, curing as directed by engineer-in-charge etc. complete for finished item of work (SS 901, 903 & 904)

Carting away of excavated earth / debries to a lead of 2KM (the rate including conveyance charges, labour charges for loading, unloading charges) including ideal hire charges of truck etc. complete as directed by the Departmental Authorities of the work.

Granular sub-base/base/surface course with local materials (Table 400.13) Construction of granular sub-base by providing 2.36mm to 5mm size HBG Materials / Quarry Dust spreading in uniform layers on prepared surface, and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD.

Earth work for Ordinary Soil excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 0.50Mtrs. Dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD/ 304 MORTH VP No. 484.

Providing RCC Grade M20 (nominal mix) for 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 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, including centering, shuttering cost and conveyance of all materials and all labour charges etc., complete as per ss and as directed by the site engineer culvert slabs & bed blocks with form work.

Providing Plain Cement concrete (1:3:6 mix) Grade M10 - Nominal Mix upto Plinth level using 20mm metal using concrete mixer without Form work Including cost and conveyance of all materials and all labour charges etc., complete as per ss and as directed by the site engineer.

Engaging JCB including all hire and operational charges, fuel charges and wages and betas of driver and cleaner including all labour charges etc. complete as per SS and as directed by the site engineer.