Construction of Suma Yurba Khul Mangdum Sangra RD 900-1800mtr

Earth work in excavation by Mechnical means (Hydrulic excavator ) over areas (exceeding 1.5m in width as well as 10 sqm on plan ) including disposal of excavated earth lead upto 50m and lift upto 1.5m as directed by Engineer incharge

All Kind of Soil 60%

Ordinary Rock 20%

Hard Rock (B.P) 20%

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 70%

Ordinary Rock 20%

Hard Rock (B.P) 10%

Dumping /Filling of stones in horizontal level excluding 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(1cement:3corse sand (Zone-III) derived from natural:6 graded stone 20mm nominal size derived from natural source

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(1cement:2corse sand (Zone-III) derived from natural:4 graded stone 20mm nominal size derived from natural source

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..

Random Rubble masonary with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 2 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1: 6 (1 cement: 6 coarse sand)

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.

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 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.

Steel work in buildup section incl. welding carriage etc complete made up with angel iron frame IMSC . MS Flate iron and Ms sheet ( for manhole / escape gate etc) as directed by engineer incharge at site.

Providing fixing PVC pipe 200mm - 300mm dia in sinking zone laid in parallel incl carriage etc complete. As per the direction of site engineer.

Providing PVC pipe / Gi sheet conduit / earten by pass channel for by bass irrigation water during execution of work at site.

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

(i) Stone by an avg lead of 6 Km by MT 500 Mtr Avg.

(ii)(Sand / stone.)agg by an avg lead of 6 Km by MT 500 Mtr by Head load

(iii)Cement / Steel by an avg lead of 10 Km by MT 500 Mtr by Headload

(iv)Steel by an avg lead of 10 Km by MT 500 Mtr by Headload