Construction/Improvement of Mayoor khul Bartoo RD 200-1200mtr. Under the project for construction of Gongyur Chibar Mayur khul Bartoo

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 01mtr

All Kind of soil 80%

Ordinary Rock 20%

Dumping of stones in horizontal level including cost of stone

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)

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 50mm thick with 20mm size stone agg.

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..

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.

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

(i)20mm agg & sand by an avg lead of 06 Km by MT 400 Mtr by Head load

(ii)Cement by an avg lead of 24 Km by MT 400 Mtr by Headload

(iii)Steel by an avg lead of 24 Km by MT 400 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