Construction/Remodeling of Ninmos Golapa Shory Gap (Garkone) Khul. Under Project Construction of various khuls at Shasbar Garkone

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 60%

Soft Rock 10%

Hard Rock (R.B)30%

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 60%

Ordinary Rock 10%

Hard Rock (R.B)30%

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:2:4 (1 cement: 2 coarse sand (zone-III) derioved from natural sources: 4 graded stone aggregate 20mm nominal size derived from natural sources)

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.

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

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 40mm thick with 20mm size stone agg.

Dumping/filling of stone in horizontal on level excluding cost of stone

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 Graded stone aggregate 20 mm nominal size) upto plinth level and curing complete with : 1 Cement mortare 1:6 ( 1 Cement : 6 coarse sand)

Carriage of material from source to site of work

(i)Stone by an avg lead of 500 Mtr by Head load

(ii)(Sand+Agg.) by an avg lead of 70 Km by MT 800 Mtr by Head load

(iii)Cement by an avg lead of 70 Km by MT 800 Mtr by Headload