Remodeling of Wangpo khul Khangral from RD 813-1536mtr

Earth work in excavation by manual means over areas (exceeding 30cm in depth ,1.5m in weadth as well as 10 sqm on plan ) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m ,as directed by Engineer -in-charge

All Kind of Soil 80%

Ordinary Rock 20%

Earth work in excavation by manual means in foundation trench or drains (not exceeding 1.5m in weadth or 10 sqm on plan )including dressing of sides and ramming of bottoms ,lift upto 1.5m ,including getting out the excavated soil and disposal of surplus excavated soil as directed ,within a lead of 50m

All Kind of soil 80%

Ordinary Rock 20%

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

Cast in situ plum concrete work of nominal mix concrete M-10 grade (total mass of dry nallah aggregate 480kg(max excluding plums) and water 34Kg (max) per 50kg of cement) nominal max size of stone aggregate 20mm, volumetric batching using plum aggregate 20mm, volumetric batching using plum (size over 160mm, split nallah stone or quarry stone) @20% of gross volume upto plinth level excluding cost of form work and including curing complete..

Cement concrete flooring 40mm thick 1:2:4(1cement: 2 Coarse sand: 4 graded stone agg.) finished with a floating coat of net cement slurry, but excluding the cost of nosing of step etc. comlepte 50mm thick with 20mm size stone agg.

Reinforced cement concrete work in wall’s (any thickness) including attached pilasters, buttresses plinth and string courses, fillets columns, pillars piers, abutments, post and struts etc up to floor 5 level excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement 1.5 course sand and 3 graded crushed stone agg. 20mm nominal size.

Reinforcement for RCC works including straightening ,cutting,bending placing in position and binding and all complete.Hot Rolled deformed bars.

Dumping /Filling of stones in horizontal level including cost of stone

Centering and shuttering incld.strutting propping etc. and removal of from for wall any thickness incld. Attached pilaster, buttresses plinth and string coarse ect walls of any thickness

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

Disposal of excavated earth mulba complete job for an average lead upto 2KM by MT & 300 Mtr by headload

Provision for supply of irrigation water during execution of work by way of laying of pipes or other means as per site requirement complete job as per the dierction of site Engineer

Dewatering / Diversion of nallah during the execution of work at column portion.

Carriage of material from source to site of work including loding un loading and stacking complete

(i)Agg / Sand for an avg lead of 60 Km by MT 300 Mtr by Head load

(ii)Cement for an avg lead of 65 Km by MT 300 Mtr by Headload

(iii)Steel for an avg lead of 65 Km by MT 300 Mtr by Headload

(iv)Stone for an avg lead of 20 Km by MT 300 Mtr by Headload