Construction of Community Hall at Farka village

Amount

Earth work in excavation by manual means over areas (Exceeding 30 em and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. on plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in : All kinds of Soil

Providing and laying Dry stone soiling pitching of any thickness 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. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 20mm nominal size) (A) Crushed

Random Rubble masonry with hard stone from qyarry in foundation and plinth including levelling up with cement concrete1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate20mm nominal size) upto plinth level with cement mortar 1:6 (1 Cement: 6 coarse sand)

Providing and laying damp-proof course 50rnm thick with cement concrete 1:2:4 (1 cement : 2 course sand 4 graded stone aggregate 20mm nominal size (A) Crushed

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutmen"ts, posts ans sturts, etc. upto floor five level excluding cost of centring, shuttering, fmishing and reinforcement. (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size)

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete job TMT bars

Centnng and shuttering including strutting propping etc and removal of form work for. Columns, piers, abutments, pillars, posts and struts.

Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundation etc. Layers notexceeding 20cm in depth, consolidating each deposited layer byramming and watering lead upto 50m and lift upto 1.5m.

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 em in depth, breaking clods, ,watering, rolling each layer with half tonne roller or wooden Lor steel rammers, and rolling every third and top -most layer with power roller of minimun 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or tilling up ground depressions lead upto 50 mtr and lift upto 1. 5 mtr. in : All kinds of soil Deduct for not rolling with power roller of min 8 tonne for banking excavated earth in layers not exceeding 20 cm in depth. Deduct for not watering the excavated earth for banking

Providing and laying Dry stone soiling pitching of any thickness horizontal level including cost of stone under floor

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 40mm nominal size) (A) Crushed

Cement concrete flooring 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coatof neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete 50 mmthick with 20mm nominal size stone aggregate. (a) Crushed.

Carriage charge of sand and bajree average lead upto5 km by mechanical transport.

Carriage of stone average lead upto 7 km by mechanical transport.