S/R to Tujung to Babeda for the year 25-26

Earth work in excavation of foundation in hard soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & depth & stacking the excavated materials away from the working areas as directed by Engineer -in-Charge.

Providing filling foundation and plinth with sand well watered and rammed with all leads and lifts including cost , conveyance, royality of materials labour . T & P etc. complete as per direction of Engineer -in-Charge.

Cement concrete (1:3:6) in foundation and plinth using 4cm size hard granite metal of approved quality from aproved quarry including hoisting,lowering and laying concrete in layers,each layer not exceeding 15cm in depth watering curing ramming to proper level including cost, conveyance, taxes and royalty of all materials cost of all labour, T & P required for the work etc. complete as per specification and direction of Engineer -in-Charge.

Cement concrete (1:3:6) in Sub structure using 4cm size hard granite metal of approved quality from aproved quarry including hoisting,lowering and laying concrete in layers,each layer not exceeding 15cm in depth watering curing ramming to proper level including cost, conveyance, taxes and royalty of all materials cost of all labour, T & P required for the work etc. complete as per specification and direction of Engineer -in-Charge

Cement concrete (1:2:4) with 12mm. Size hand/crusher broken hard granite chips of approved quality from approved quarry including hoisting,lowering and laying in position in layers not exceeding 15cm thick with proper packing and ramming by means of vibrator to proper slope & level including curring with cost, conveyance, royalty & taxes of all materials required for the work , T&P articles, finishing the exposed surface smooth as per specification & direction of the Engineer in charge

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MORD technical specification

Earthwork in cutting in hard soil withinthe initial lead and lift including rough dressing and breaking the clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth etc complete as per the direction of Engineer-in-Charge

Laying Reinforced Cement Concrete Pipe NP3/ Prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head walls and parapets as per Technical Specification Clause 1100.

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