PROVISION OF EXTERNAL SERVICES FOR MAP-II UNDER GE NW NAVY NAGAR AT MUMBAI

Surface excavation not exc. 30 cmm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and directed.

Excavating over areas, not exc 1.5 m deep andgetting out in soft/loose soil complete all as specified and directed.

Ditto as per Item No 2 Above but depth beyond first 1.5 m and up to 3.0 m and getting out in soft/loose soil complete all as specified and directed.

Excavating over areas, not exc 1.5 m deep andgetting out in soft/disintegrated soil complete all as specified and directed.

Earth work in excavation by mechanical means (Hydraulic excavator) over areas exc. 1.5 m depth including getting out and disposalof excavated earth lead up to 50 m and lif up to 1.5m complete all as specified and directed.

M&l for cement concrete Type B1 14:8 Type D2 using 40 mm graded crushed stone aggregate in foundation filling and mass concrete complete all as specified an directed.

M&L for R C C (design Mix) M- 30 ( 20 mm graded crushed stone aggregate ) as in fountation raft, footing, bases for clouumn, basement slab and mass concrete complete all as specified an directed.

M&L for R C C (design Mix) M- 30 ( 20 mm graded crushed stone aggregate ) as in wall, retaining wall any thickness above footing complete all as specified an directed.

M&L for R C C (design Mix) M- 30 ( 20 mm graded crushed stone aggregate ) as in beam, cantilever, lintels etc complete all as specified an directed.

M&L for R C C (design Mix) M- 30 ( 20 mm graded crushed stone aggregate ) as slabs, landing, balconies deck slab shelves, and the like complete all as specified an directed.