Construction of Multipurpose hall at Phuktse (By way of Landscapping work)

Earthworkinexcavationbymechanicalmeans (Hydraulicexcavator)overareas (exceeding30cmindepth,1.5minwidthaswellas10sqmonplan) including gettingoutanddisposalofexcavatedearthleadupto50mandliftupto1.5m,as directed by Engineer-in-charge. A) All kinds of soil

B) Ordinary rock

C) Hard rock (Blasting Prohibited)

Random rubble masonry with hard stone in foundation andplinth including levelling up with cement concrete 1:6:12(1 cement :6 coarses and:12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

Random rubble masonry with hard stone laid dry in foundation, plinth & walls Laid with bond stone

Earth work in excavation by mechanical means (Hydraulic excavator) in foundationtrenchesordrains(notexceeding1.5minwidthor10sqmonplan), includingdressingof sidesandrammingofbottoms, liftupto1.5m, including gettingouttheexcavatedsoilanddisposalofsurplusexcavatedsoilasdirected, within a lead of 50 m. All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Dumping of stone in Horizontal on level including cost of stones.

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size).

Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling; excluding cost of filling, stones and weaving materials