WB/SPG/ZP/N-17/3/26-27

Labour for taking out old soling edging including removing debris (a) Single flat soling

Labour for taking out brick-on-edge of herring bone bond including removing debris to flank or berm sorting out serviceable materials and stacking.

Labour for laying soiling with departmental bricks including carriage of departmental bricks within a lead of 150 metres preparation of bed as necessary with brick joints properly filled in and packed with brick joints properly filled in and packed with local sand or powdered earth and including necessary cushion of similar materials below the soling (and in between layers when more than one layer is used) ) Single brick flat soling (thickness 75 mm)

Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. (a) Single brick flat soling (thickness 75 mm.)

Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand.

Box cutting or filling in road embankment in all sorts of soils including spreading the spoils properly over the flank as necessary or on berm to approximate grade and camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-Charge icluding uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 & 300-1 .The size course material in the mix of earth ordinarily shall not be exceed 75mm.(Reference to MoRT&H's specification clause 305).

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Reference to MoRT&H's specification clause 305).

Plain/Reinforced cement concrete in sub-structure, including all processes such as vibrating, compacting, finishing, curing, sampling, and testing, to be mechanically mixed as per drawing and Technical Specifications (MORT&H's specifications 1500, 1700 & 2200).