Repair and Renovation of kore Qasba Talai pond

Amount

Earth work in excavation by manual means in trenches for foundations, drains, etc. (not exceeding 1.5 m in width) and 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: lead 25meter beyond 1 m from cutting edge

Surface dressing of Pathway all around the pond

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

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

Supply and dumping of stone Qty. vide item no.4 marked a & b

Centring and shuttering including propping ,strutting etc. & removal of the form work.

Foundations & Footings, bases of columns etc. for mass concrete

Retaining walls, Prott.walls & walls any thickness,

Dismantling Dry stone pitching in aprons, drains, etc. including stacking of serviceable material & disposal of unserviceable material, stacking /disposal lead upto 100 meters.

Dry stone pitching (any thickness) excluding cost of stones.

On Horizontal

On Slopes

Supplying & stacking of hard stone (for stone pitching) 22.5cm thick at site.

Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 3.65 cum per 100 sq m on horizontal/side slopes; complete including curing.

Kushal Singh

Bhola Nath