Municipal Corporation Tender

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

CC;Saw cut joints for freshly laid concrete payement including cost and conveyance of all materials and labour charges etc complete

CC;Providing and applying of Curing Compound on newly laid Cement Concrete surface complete for finished item of work as directed by Engineer-in- Charge

CC;Vaccum Drying of fresshly laid cement concret floor using 100% air tight suction mat of suitable size and length, Vaccum pump to maintain vaccum pressure 0.7 to 0.8 atmospheres as per standards procedure floating with power floater,mechanical travelling finishing with sound edges and camers including hire and operational charges of machinery etc complete

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 430Kg/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 (VDF flooring), 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;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 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;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. with out Paver Finisher

CC;Earth work excavation for foundations and depositing on bank for all lifts with an initial lead of 10m including all operational ,incidental, labour charges such as shoring, sheeting ,planking ,strutting etc complete for finished item. excluding dewatering charges etc. as per SS-20B (APSS 308)

CC;Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH (By Mechanical Mean)