Remodeling of irrigation canal Gongyur khul Zang Chiktan RD 200-850 mtr

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 10%

Hard Rock (R.B) 10%

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 10%

Hard Rock (R.B) 10%

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..

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)

Reinforced cement concrete work in beams suspended floors,roofs having slope upto 15* landings,balconies shelves,chajjas, lintels bands plain window sills,staircases and spiral stair cases upto floor five level excludiing the cost of centring shuttering,finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size. (crushed agregates)

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

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

Cement concrete flooring 1:2:4 (1cement:2coarse sand: 4graded stone aggregate finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps extra complete 40mm thick with 20mm nominal size stone aggrgates.

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

Provision irrigation water facilities / Regularities of water to public for cultivation by pipes or any other means, as per the direction of site engineer.

Disposal of excavated eavailable earth from cutting, lead upto 200mtr by H/Load including loading unloading and stacking etc complete

Carriage of material from source to site of work including loading unloading and stacking etc complete

(i)(Sand / stone.) by an avg lead of 10 Km by MT 300 Mtr by Head load

(ii)Cement by an avg lead of 80 Km by MT 300 Mtr by Headload

(ii)Steel by an avg lead of 80 Km by MT 300 Mtr by Headload