CONSTR OF ANTI FLOOD BUNDH

Construction works :

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth, for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, etc n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil complete.

M&L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in foundation, mass concrete complete all as directed.

Walling of random rubble, uncoursed for retaining walls, abutments built in CM 1:4

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.

Removing excavated material in exc. 50 m and depositing where directed at a level n exc 1.5 m above the starting point

M&L for cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in coping, bed blocks etc

Raised pointing to random or polygonal rubble, uncoursed or brought upto courses with CM 1:3 complete

Providing weep holes in stone masornry for retaining wall with 100 mm dia PVC pipe

Approximate Carriage Cost of Materials

Add @ 1.5% contingencies on (B)

LALIT DOLEY (BID ID -3120745)