Municipal Corporation Tender

cc;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 with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

cc;Supply and placing of the M-10 Design Mix Concrete by ready mix, mixed in a batching and mixing plant as per approved mix design, for sub base over a prepared subgrade, cement content not to be less than 220Kg/Cum with crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1, with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, concrete strength not to be less than 10 Mpa at 7 days, including cost and conveyance of all materials like cement, sand, coarse aggregate, water, centering etc., to site, all labour charges for mixing, transported to site by transit mixer, pumping and laying concrete, centering and vibrating, curing and finishing etc. excluding centering charges complete, for finished item of work, as per Technical Specification 601 MORTH etc., complete for finished item of work- For CC Roads.

cc;Supply and placing of the M-30 Design Mix Concrete by ready mix, mixed in a batching and mixing plant as per approved mix design, for sub base over a prepared subgrade, cement content not to be less than 400Kg/Cum with crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1, with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, concrete strength not to be less than 10 Mpa at 7 days, including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, all labour charges for mixing, transported to site by transit mixer, pumping and laying concrete and vibrating, curing and finishing etc. complete, including seigniorage charges and cost of steel and its fabrication charges for finished item of work, as per Technical Specification 601 MORTH etc., complete for finished item of work- For CC Roads

cc;Mechanical trowelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc, complete for finished item of work as directed by Engineer-in-Charge

cc;Curing compound, including spraying of 0.25 lt/Sqm (Item-15,P-20SSR

cc;Saw cut joints for freshly laid concrete payment including cost and conveyance of all materials (HMR Approved rate)

cc;Carting the excavated earth to a lead of 15 KMS including Labour chargess for loading and unloading, Transportation etc. complete as per specification