Construction of PCC wall/ pitiching and grouting by way of construction of papapet/ raising anf plugging of D-10 of Main Tawi Canal from RD 4000-5500M and Jagwal minor of D-10 from RD 250-2500M

Amount

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

P/L in position cement conc. of specified grade excluding the cost of centering and shuttering. All work upto plinth level.

1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size ) crushed

Dry stone pitiching (any thickness excluding cost of stones)

Horizontal

Slopes

Grouting of stone pitching using M-10 nomin al mix concrete ( Max size of aggregates 20 mm nominal @ 6.00 cum per 100 sqm on horizontal/side slopes ,complete including curing crushed.

Centering and shuttering including strutting propping etc and removal of form for :

Foundation, Footing, bases of columns etc for mass concrete

Walls any thickness including attached pilasters buttresses plinth and string course etc.

12MM cement plaster of mix: 1:4 ( 1: cement : 4 coarse sand)

Supply of stones Supply of stone boulder (nallah) nominal size 225MM (stack measurement reduced by 15%)

Dumping stone excluding cost of stones in Horizontal on level

Carriage of material by Mechanical transport from source to site of work including loading unloading and stacking

Sand and agg 20mm nominal size average distance 22 Km

Soling stone average distance 22 Km

Shri Bharat Bhushan Gupta