Desilting of existing Ganesh Visarjan Well And other Works in Ward No. 104, Jalan Nagar.

Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary). As Per SSR Item No. 12.23.

Desilting the Supply Well, IntakeWell / HeadWorks, Sump of water supply / sewerage works etc. in wet or dry condition including lifts upto 9 M. and lead upto 1.50M. as required beyond the worksite, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge. [Add. Beyond Initial Lift of 9.00 mtr. : Rs. 20.33 per Cu.M] As Per MJP 2021-22

Supplying and fixing Green colour Nylon Net cloth for covering Pond After Ganesh Visarjan as directed by Engineer in-charge….etc. complete. As Per Market Rate / Sanction Rate.

Providing and fixing jungle wood ballies of approved species 85 mm average dia. for barakating on Rent Basis as directed by Engineer in-charge….etc. complete. As Per Market Rate / Sanction Rate.

Preparation of entrance Kaman using m.s. structures, white welvet cloth and all necessary beautification as directed by Engineer in charge. [as per Sanction rate]

Providing & Fixing Temporary Stage & Pendol (Mandap) With Mike and Speakers including tables & Chairs with Drinking water Jars For Ganpati Visarjan Well Area…..etc. complete.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material. As Per SSR Item No. 3.02.

Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 5.00 KM inclusive from the site of excavation to the site of deposition as directed. As Per SSR Item No. 2.25.