TC for Retaining Wall at HQ 23 Sect AR

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m of all kinds of soil.

Providing and laying in position cement concrete of specified grade - All work up to plinth level - 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

M&L for random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and laying cement concrete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing with 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

M&L for pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised and cut pointing

M&L for hand packing at back of wall with broken stone all as specified and directed.

M&L fpr PCC 1:3:6 for weep holes

M&L for uPVC pipes (working pressure 4 kg / cm 2 ) Single socketed pipe 75 mm dia fixed as weep hole.

ABDUL KADIR ENTERPRISE

M/S R T Traders