Municipal Corporation Tender

Laying of CC Road;Saw cut joints for freshly laid concrete pavement including all materials and labour charges etc complete

Laying of CC Road;Curing compound, including Spraying at 0.25ltr/Sqm ( item-15,P-20/SSR 2019-20)

Laying of CC Road;Floating with power floater,mechanical trawelling,finishing with sound edges and camers including hire and operational charges of machinery, labour, fuel etc, complete for finished item of work as directed by Engineer-in-charge of the work ( As per Quatation).

Laying of CC Road;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 360Kg/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. 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.

Laying of CC Road;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. 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.

Laying of CC Road;Excavation of roadway in soil using manual means for carrying of cut earth to embakment site with intial lift of 3 Mts and lead upto 50 m as per techhnical specificaiton clause 302.3 MORD for road work

Laying of CC Road;Demolition including stacking of serviceable materials and disposal of unserviceable materials within 100 meters lead RCC work