Garidhura Mirik Simanabusty Road at Ch. 10.30 km Protective work (Khad Side

Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . direction of the Engineer-in-Charge . III. In Ordinary Rock (not required blasting) A. By Manual Means (iv) Without pumping out water

Dry Rubble Flooring Construction of dry rubble flooring at cross drainage works for relatively less important works. Boulder 150mm to 225mm @ 1.00 m3/m3 (With Stacking) Bazree 11.20 mm @0.20 m3/m3 (With Stacking)

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. ii) River Bazree

Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any. (i) (1:3:6) proportion (Using NB Variety)

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Granular material Boulders 150 to 225mm @0.72 m3/m3 (With Stacking) Fine Sand @ 0.48 m3/m3

Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.

Add GST @18% of Rs. 401975.88 i.e. Total over item no 1 to 7

Add Labour Cess @1% of Rs.474331.54 i.e. Total amount item no 1 to 8

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