Construction of Road Tehsil Headquarter to Mohalla Chountra Mankote Pyt. Mankote Lower Block Mankote Under CTMV UT Matching Share Year 2025-26 1st call

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : 75% Ordinary Rock 20% Hard Rock 5%

Providing Laying RBM Including Consolidation complete Job

Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

Supplying and stacking at site Good Earth

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 900 mm dia. R.C.C. pipe

Carriage of HP Pipe 600 mm Dia by 90 Kmt. By MT

Carriage of HP Pipe 900 mm Dia by 90 Kmt. By MT

Carriage of Stone Agg. by 15 Kmt. By MT

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