Water Resources Department Tender

Clearing & grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm on pre measurement and removal of stumps of trees cut earlier disposal of unserviceable materials to be used or auctioned up to a lead of 1000 mtr including removal and disposal of top organic soil not exceeding 150 mm thickness with all leads, lifts and delifts with cost of all labour, hiring and running charges of all machineries, cess etc. complete as per direction of Engineer-in-Charge.

Earth work in excavation in all kinds of approved soil from approved borrow area by mechanical means with all leads, lifts and delifts including loading into the transportation vehicles and unloading from transported vehicles and depositing the same on properly prepared and scientifically approved surface including rough dressing and breaking the clods to maximum 5cm. to 7cm. laying in layers not exceeding 22.50cm including removal of roots, shrub jungles, bushes and all foreign debries from the earth and benching the old embankment, sectioning, watering and compaction with all type of compacting equipments under OMC conditions to attain minimum proctor dry density of 95.00% for all heights of banks and slopes with required quality control test including construction, maintenance, watering, dewatering and lighting of haul roads and borrow area including mobilization and demobilization of men and machineries and all articles and incidental charges required for the completion of work, complete in all respect including cost of royalty with EMF, DMF, Dist. additional charges of all materials labour cess as per approved drawing, specification and direction of the Engineer-in-Charge. (Measurement shall be taken on finished compacted section. Borrow area is to be arranged by the agency at his own cost and responsibility)

Loosing, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density with all leads, lifts, delifts, cost of labour cess etc. complete as given in Table 300-2 for embankment construction as per Clause-305.3.4 of MoRT&H Specifications for Road & Bridge Works (5th Revision).