Remodeling of Main Mayur Khul at Tacha RD ( 225/0-415) Mtr. Including Water Reservoir Tank at RD 415 Mtr (Under CAPEX)

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 (RB) 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 (RB) 10%

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

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)

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.

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 1:1/2:3 (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.

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(1cement:3corse sand (Zone-III) derived from natural:6 graded stone 20mm nominal size derived from natural source

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

Providing and fixing of steel escape and wash out gate including all necessarry arrangment for closing and opening the gate and applying a coat of priming and painting including carriage all complete.

Providing for supplying irrigation water to the fields during execution by way of providing and laying of temporory PVC pipe or by any other menas as per the requirements or as per the direction of site engineer. Complete Job.

Providing anfd fixing of build up section steel angle post of 50 x 50 x5mm for fixing of Gi mesh 2" x 2" mesh size. Around Reservior including all fixing accessories Priming and Painting etc complete

Providing and fixing of 2" x 2" mesh size chainlink fencing including all fixing accessories and priming and painting etc complete

Demolition of stone masonry dry / concrete wall including disposal stacking of serviceable materials and disposal of excavated mulba as directed by site Engineer.

Dry wall

Concrete wall

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

(i)(Sand / stone agg) by an avg lead of 22 Km by MT 100 Mtr by Head load

(ii)Cement by an avg lead of 22 Km by MT 100 Mtr by Headload

(iii)Steel by an avg lead of 22 Km by MT 100 Mtr by Headload

Disposal of surplus excavated earth mulba for an average lead of 300 mtr by headload. Including loading unloading and stacking etc complete