Permanent Restoration of Mandal to Queli road damaged during the heavy rainfalls of August-September 2025 under SASCI 2025-26, Package No. JK05-161, Block Purmandal, District Jammu

Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: All kinds of soil :

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 40 mm nominal size)

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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

Supply and packing of stone boulder in GI wire crates apron complete as per design and technical specifications and including cost of wire

Back filling behind R/wall Abutment wing wall Return wall as per drawing & technical specification. (with 50%Dumping stone including cost of stones in Horizontal on level and 50%Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc complete)

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

Providing and laying non-pressure of specified class NP3 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. 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means)

Sand nominal size average lead 28 KM by MT.