Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge in all kinds of soil.
2
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 in all kinds of soil.
3
Providing and laying in position cement concrete ofgrade 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)excluding the cost of centering and shuttering.
4
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).
5
Providing and laying cement concrete 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)in coping excluding the cost of centering, shuttering and finishing.
6
Providing and laying Raised and cut pointing on stone work with cement mortar 1:3 (1 cement : 3 finesand).
7
Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes 110 mm diameter conforming to IS : 13592 Type A.
8
Sch of Credit Retrived Stone Boulder 50 mm to 200 mm from damaged retaining wall and reuse for construction of retaining wall.
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