Government senior secondary school at kareri Block Rait District kangra

Cutting in earth work in all heights/depths in all kinds of soil such as kankar, moorum, single and decomposed or soft rock, hard rock i.e. their intermediate classifications and chiselling/wedging out of rock where blasting is prohibited including saturated soils & filling embankments etc.where necessary & disposal of exacavated unserviceable material in all leads and lifts including through mechnically transporation, the disposal of unserviceable material will be done on aproved dumping site. Any damage to the private/public property during execution will be restored by the contractor what so ever the nature of the same may be. The serviceable material will be stacked in specified dimensions in all leads & lifts as per the direction of the Engineer-in-charge

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, upto all leads & lifts as directed by the Engineer-in- charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 Cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) including carriage of material in all lead & lifts.

Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinic + PVC coated, Mesh wire diameter 2.7 / 3.7mm, mechanically edged / selvedged with partitions at every 1m interval and shall have inimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in- charge. including carriage of material in all lead & lifts.