Vikas Khand Semeriyawa gram kohariyawa telpurwa se kohariyawa keshwapur marg tak interlocking karya

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements

Excavationof Foundation in odinary soil including lift 1.5 cm lead 3 cm removal and disposal of surphid earth as directed by E/L As per SI No. 251

Cement Concrete with 40 mm Gauge approved stone Ballast, approved coarse sand and cement in proportion 6:3:1 in including supply of all materils labour and tools plants etc. required for proper complition for the work.. As per SI NO. 280

Class M 150 sub class ''A'' Brick in 1:4 with cement and coarse sand in foundation upto bed level required for proper completion of work. As per SI. NO. 305B

Plain cement in 1:2:4 with cement coarse sand 20 mm stone grit in wearing coat and grit in wearing coat and copling of Parapets As per Si. No. 279A

Providing and laying reinforced cement concrete in superstructure as per drawings and technical specifications Clauses 800,1205.4 and 1205.5 Grade M25

Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawings and technical specifications Clauses 1002,1005,1010 and 1202

Plaster work in 1:4 with cement and coarse sand as per SI no.584