Reconstruction of Gargardo irrigation canal falling under the alignment of construction of Gargardo China Nallah- old Tenk road between (Km 3.0 to 6.0) as per survey with VIJAYAK authorities, including temporary restorations.

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%

Hard Rock (R/B) 20%

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost ofcentering, shuttering, finishing and reinforcement. All works upto plinth level.1:2:4 (1 cement: 2 coarse sand (zone-(II) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) (Crushed)

Dumping stones in horizontal level including cost of stone

Cement concrete flooring 1:2:4 (1cement:2 course sand:4 graded stone agregade) finished with a floatin coat of neat cement including cement slurry ,but excluding soct of nosing of steps etc. complete 40mm thick with 20mm nominal size stone agregate Crushed

Centering and shuttering including strutting, propping etc and removal of form work for; Retaining walls, return walls, walls (any thickness)

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..(Crushed)

providing and laying PVC pipe 300 mm dia and 6.0 mtr length including cutting/ filling / levelling all necessary item involved for temporary restoration complete as per requirement at site. As per the directionof site engineer.

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 materials from sources to actual site of work including loading, unloading and stacking etc complete.

(i) stone of an avg lead of 500 mtr by Headload

(ii) Aggregate + sand for an avg lead of 80Km's by MT and 300 mtr by Headload

(iii) Cement for an avg lead of 80 KM by MT and 300 mtr by Headload

(iii) Steel for an avg lead of 80 KM by MT and 300 mtr by Headload

Please Enable Macros to View BoQ information