Development of Playfield opposite Higher Secondary School Nagseni Kishtwar

Random Rubble masonry with hard stone foundation and plinth including cost of centering and shuttering, leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto 02 feet above plinth level and curing complete with: Cement mortar 1:4 (1 Cement : 4 coarse sand) on both sides. 726 04 02 5808 ft3 i.e. 164.36 M3

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil: Total Area 724.12 M3 with 06 inch depth

Supplying and Stacking of Good Earth at site and leveling the ground for playfield. The job includes cost of material and taxes as applicable. Area for Grass: 724.12 M2 with 06 inch depth