PROVN OF GUARD ROOM WITH TOILET NEAR BLDG NO P - 199 UNDER AGE B/R - I OF GE (WEST) MATHURA

Surface excavation n exc 30cm deep and average 15cm deep and getting out in soft/loose soil all as specified and directed.

Excavation in trenches not exc. 1.5m wide and not exc. 1.5m in depth for foundation etc or for shafts, walls, cesspits, manholes pier holes etc not exc. 10sqm on plan and not exc. 1.5m in depth and getting out in soft/loose soil complete all as specified and directed.

All as per Item No 2.00 above but exc. 1.5m deep and not exc. 3 m deep.

Returning, filling in soft/loose soil including spreading, leveling and watering well ramming in layers n.exc. 25cm all specified and directed by Engineer-in-Charge.

Removing excavated material n.exc 50 mtr and depositing where directed at a level not exc. 1.5 mtr above the starting point in soft/loose soil complete all as specified and directed.

M&L for PCC 1:4:8 type D-2, using 40mm graded stone aggregate in foundation, filling and mass concrete all as specified.

M&L for PCC (1:3:6) type C-2, using 40mm graded stone aggregate in foundation, filing and mass concrete complete all as specified and directed.

M&L for reinforced cement concrete M-25 design mix using 20mm graded stone aggregate as in foundations, including rafts, footings, foundations beams, plinth beams, bases for columns, etc, basement slabs, under reamed piles and mass concrete complete all as specified and directed.

M&L for reinforced cement concrete M-25 design mix using 20mm graded stone aggregate as in columns, pillars, piers, posts and struts complete all as specified and directed.

M&L for reinforced cement concrete M-25 design mix using 20mm graded stone aggregate as in beams, cantilevers, bressumers, lintels over 1.5 m span complete all as specified.