Permanent Restoration of LIS Wasoora from RD 0 to 34 mts.

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. 2.6.1 All kinds of soil :

Providing and laying Stone Soiling of required 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: 1:4:8 (1 cement : 4coarse sand : 8 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: 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size)

12mm thick cement sand plaster in 1:4 Mix

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases of column etc for mass concrete

Steel for RCC work including bending , cutting , fixing etc @0.60 Qtl/Cum.

Filling available excavated earth , boulders in trenches sides of foundation plinth etc

Carriage of Material by means of Mechanical Transportation. Sand From Avg Lead of 19 Kms

Stone Aggregate (40mm)Avg Lead of 9 Kms

Stone Aggregate (20mm)Avg Lead of 9 Kms

Stone Soiling from an Avg lead of 9 Kms

Cement from an Avg Lead of 10 Kms

Steel from an avg lead of 10 kms

Carraige of material by manual means Dumping site to actual work site from an avg lead of 350mts Sand

Stone agg 20 mm

Stone agg 40 mm

Nallah stones

Cement

Steel

Geo-tagged photographs before, during, and after excavation