Public Works Department Tender

Cutting and disposal of earth work in by mechanical in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site., according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ). The recovery for stones, whether use full or not for 66.73cum (Sixty six point Seventy three cubic metre) @ 300/-only(Rupees three hundred only) per cubic metre shall be effected on prorata basis in all circumstances. All the surplus excavated earth to be dumped at dumping site(dumping sites will be arranged by the contractor on his own cost). Any loss to the public and private propriety, human being, machinery during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a)For Grading I Material

Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines grade levels and dimensions excavated material of be used in embankment with a lift upto 3m (Three milimeter) and lead of 50m(Fifty milimeter) (average lead 25m (Twenty five milimeter) as per Technical Specification Clause 307 including carriage of materials in all leads and lifts as per direction of the Engineer-in-Charge. ( Mechanical Means).