Clearance of Slip/ Mulba and Construction of PCC Retaining wall at various spots from Bathang Shilkchey to link road Hundurman Mall including Broq (Under MnR)

slip clearance Insoils ; mixed with moorum/ Kankar/shingle/boulders; disposal lead upto 50 mand lift upto 1.5 m.

In soils; mixed with Decomposed Rocks; by blasting or any other means

Earth work in excavation by manual means over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposal ofexcavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.All Kind of Soil.

Earth work in excavation by manual means in foundation trenches or drains (notexceeding 1.5 m in width or 10 sqm on plan), including dressing of sides andramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 20 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of formwork for Retaining walls, return walls, walls (any thickness) including attached pilasters,buttresses, plinth and string courses fillets, kerbs and steps etc.

Dumping of stone filling in horizontal on level including cost of stone and carriage complete.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Disposal of excavated slip mulba avg lead of 10 Km by Mt including loading unloading complete.