Provn of running (Cinder) track in sports ground of KV School No 2 at Gaya

Amount

Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in hard/dense soil.

Add to (or deduct from) item no 1 above for every 3 cm or part thereof above or below 15 cm average depth and getting out in hard/dense soil.

Excavation in trenches n exc 1.5m wide and n exc 1.5m in depth; for fdn, etc. or for shafts, wells, cesspits, manholes, pier holes etc.n exc 10sqm on plain and n exc 1.5m in depth and getting out in soft/loose soil.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point of soil.

M & L Cement concrete type B-1, 1:2:4 (20mm graded stone aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges, copings, kneelers, apex stones, bed plates, kerbs including weathering, slightly rounded or chamfered angles and throating incl necessary form work as directed.

M & L Precast cement concrete kerbs stone block (M-30) of size 300x 150x 375 mm depth or mud stops, rounded or chamfered on edges, kneelers, apex stones, bed plates, kerbs including weathering, slightly rounded or chamfered angles and throating incl fixing in cement mortar 1:4 complete all as specified and directed.

M & L Sand filling under floors or in foundations including watering and consolidation complete.

M & L Fly ash/cinder (obtained from thermal power plant) filling under floors or in foundations including watering and consolidation with power roller 8 tonne and n.xc 12 tonne complete. (Note : compatected thicness will be measured for arriving the qty.)

Rolling and consolidating formation surfaces in cutting exc 8 tonne and n.xc 12 tonne power roller complete all as specified and directed.

M & L Reinforced concrete pipes, class NP2, 300 mm internal bore laid and jointed complete with collars

M/S ABHAY KUMAR AND BROTHERS

M/S SANJAY KUMAR YADAV