C/O B PATH WITH TILE FROM MASJID SHARREEF TO LONE MOHALLA W4 AND C/O PCC PATH FROM MASJID SHAREEF ONWARDS W5UNDER ADP (PRI) HALQA NOWSHERA B BLOCK BONIYAR YEAR 2026-2

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: All kinds of soil

Providing and laying of stone soiling (hand packed )including dressing ramming ,watering and all leads lifts and carriage upto site of work complete

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size)

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge..

Providing and laying in position cement concrete of specified grade including curing excluding the cost of centring and shuttering. All work upto plinth level with:but 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)- Nallah i/c carriage by MT 5km and H/L 50mtr

Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone- Nallah i/c carriage by MT 5km and H/L 50mtr

Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand)

Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete.

Carriage of sand and Stone Agg. MT 40 km. and H/L 50 mtr