Const. of Youkma Shattu khul Stakpa by way of PCC Channel, retaining wall and Breast wall, cattle crossing at spot including construction of distributaries (Asthana, Youkma Shatoo, Zingzar, Khar) Under the project of Const. Youkma Shatoo Khul Stakpa

Earth work in excavation by Mechnical means (Hydrulic excavator ) over areas (exceeding 30 cm in depth, 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 @ 50%

Ordinary Rock @ 20%

Hard rock@ 30%

All Kind of Soil

Ordinary Rock

Hard rock (R.B)

Dumping stones in horizontal 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 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

Providing and laying cement concrete in retaining walls, return walls,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 1:2:4 (1 cement 2 course sand(ZONE-III) derived from natural source and 4 graded crushed stone agg. 20mm nominal size( derived from natural source)

Reinforced cement concrete work in beams suspended floors, roofs having slope up to 15* landings, balconies shelves, chajjas, lintels bands plain window sills, staircases and spiral stair cases up to floor five level excluding 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 aggregates)

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

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.

Centering and shuttering including strutting, propping etc. and removal form for:-charge

Walls (any thickness) including attached pilasters buttresses, plinth and string course etc.

Suspended floors, roofs, landings, balconies and assess plate forms.

Edge of slabs and breaks in floors and walls under 20cm wide

Providing and fixing PVC Pipe 75mm dia for weep holes to allow any moisture collected by cavity trays to escape, avg length 3.0 m at regular intervals as per the direction of site engineer

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

Carriage of materials from sources to actual site of work including loading, unloading and stacking

Sand/Aggregate average 15Km by MT and 500Mtr by Headload

Cement average40Km by MT and 500 Mtr by Headload

Steel average 40Km by MT and 500 Mtr by Headload

Stone average 300Mtr by Headload