PROVN OF HARDSTANDING IN REAR SIDE OF OFFRS MD ACCN AND APPROACH PATH TO SERVANT QTRS AT GH BLOCK 1 TO 9 40 41 42 AT DSSC WELLINGTON

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

Removing excavated soil exc. 250 m but n exc. 500 m and depositing where directed

M&L for hardcore of broken stone or boulder gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface all as specified and as directed.

Material and labour for plain cement concrete 1:3:6 type C2, using 40mm graded stone aggregate as in foundation, filling and mass concrete all as specified and as directed.

Dismantling fencing wire mesh any type and size all as specified and as directed

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straning bolts, etc. including provision of binding wire etc all as specified and as directed

M &L for Welding in repairs n. exc 2.5cm in length n exc 6mm thick etc all as specified and as directed

M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and no pigment laid complete all as specified and as directed

M&L for sand cushioning under floors or foundation over concrete surfaces, spread all as specified and as directed

M&L 75mm thick Plain Cement Concrete type C-2, 1:3:6 (40mm graded stone aggregate) as in sub-base complete all as specified and as directed