Construction of Toe Wall and RBM Filling from H/o Sh. Manoj Kumar to Sh. Bua Ram at Ward No. 6, Bishnah

Amount

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed 1 meter from cutting edge in all kinds of soil.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size).

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns.

Providing and laying RBM in layers not exceeding 20cm in depth by way of watering, compacting and rolling each layers with power road roller of 8-10 Tonne capacity in embankments of roads, flood banks, marginal banks, guide banks etc. including all leads, lifts, taxes and carriage. The river bed material shall be free from organic material. The RBM must have coarse aggregate along with stone aggregate having maximum aggregate size of 75mm (Complete job).

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.

Stone aggregate / Sand /Bajri for an avg. lead of 10 Kms.

SURAJ PARKASH

Kuldeep Raj