Upgradation of Parat to Jaba Naka Manjhari Road (Parat Phamranar to Jaba Poswalan Naka Manjari Road) Block Balakote District Poonch (Under CSS Article 275(I)2025-26).

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil :

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 Stone screening of size 13.2 mm nominal size (Type A)

Supplying and stacking at site Moorum

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:

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.900 mm dia. R.C.C. pipe

Carriage of material by mechanical transport including loading/unloading and stacking complete from source to site of work Stone agg.below 40mm Lead 20 kms avg

Carriage of material by mechanical transport including loading/unloading and stacking complete from source to site of work Stone agg.above 40mm Lead 20 kms avg

Please Enable Macros to View BoQ information