Construction of Lad Shanger Khul Khanshaib by way of constt of supply channel Head works lining wall lined channel retaining wall and crate work

Amount

Earth work in excavation by manual means over areas (exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10sqm 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

Silt clearance from canals inclusive of initial lead and lift (50m & 1.5 m respectively) Wet

Dumping stone excI cost of stone in Horizontal on level.

Hand packing stone in wire crates excluding cost of stones and crates.

Supply of stone boulder (Nallah)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level.a)1:5:10 (1 cement : 5 corse sand: 10 graded stone agg.40mm nominal size ) crushed.

b)1:4:8 (1 cement : 4 fine sand: 8 graded stone agg.40mm nominal size ) crushed.

c)1:3:6 (1 cement : 3 coarse sand: 6 graded stone agg.20mm nominal size ) crushed.

Providing and laying in position cement concrete of specified grade of reinforced cement concrete excluding the cost of centering shuttering finishing and reinforcement -All work upto plinth level 1:2:4 (1 cement : 2 coarsesand :4 graded stone agg. 20mm nominal size )

Reinforced cement concrete work in walls (any thickness ) including attached pilasters , buttresses plinth and string courses , fillets, columns pillars, piers, abutments, postand structs etc upto floor five level ecluding cost of centring shuttering finishing and reinforcement. 1:2:4(1 cement : 2 coarsesand :4 graded stone agg. 20mm nominal size )

Reinforcement for RCC work including straightening cutting, bending , placing in position and binding all complete . Thermo-Mechnically treated bars.

Centring & shuttering including structting propping etc and removal of form for:-a) Retaining walls, return walls,walls (any thickness) IncI attached pilasters buttresses, plinth and string courses fillets etc.

b)foundations, footings bases of columns etc for mass concrete

c)colums , pillars ,piers abutments posts and structs.

d)Suspended floors ,roofs ,landings,balconies and access platform

e)Stairs (excluding landings) except spiral-staircases.

12mm cement plaster of mix: 1:4 (1 cement: 4 fine sand)

12mm cement plaster finished with a floating coat of neart cement of mix (1:3 (1 cement : 3 fine sand)

Filling available excavated earth (ExcI rock in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm indepth consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5 m

Providing & fixing of hydraulic gate of size 4'.00+3'.00" (effective size) of 8 mm thick plate iron of 50mm dia winch Mechine rods Including all occusions etc complete

Carriage of Materials upto road site of work by Mechanical transport including cost of loading unloading and stackinga)stone soling /boulder av. 2 Km

i)stone boulder av. 6 Km

ii.stone boulder av. 1Km

b)40 mm agg from Athwajan av. 20Km

i)40mm agg --do--av.12 Km

c)20mm agg from Athwajan av. 20Km

i)20mm agg --do---av. 12Km

d)sand from Marval av. 10Km

i)sand from--do--av. 30Km

d) cement /steel from division store av. 10 km

i)cement/steek --do-----av. 12Km

Extra Carriage of Materials from road site to site of work by Mannual labour/ponies including cost of loading unloading and stacking . a)stone soling /boulder av.300mtrs

i)stone soling/boulder av. 100mtrs

b)40 mm agg av.300mtrs

i)40mm agg av.100mtrs

ii)40mm agg av. 550mtrs

c)20mm agg av. 300mtrs

I) 20MM AGG AV.100mtrs

ii)20mm agg av. 550 mtrs

d)sand av. 300mtrs

ii)sand av 100mtrs

iii)sand av 550mtrs

e) cement av 300mtrs

i)cement av. 100mtrs

ii)cement av. 550mtrs

f) steel av. 300mtrs

i)steel 100mtrs

Add cost of crate mesh deptt supply

M/S WHITE LINECONSTRUCTIONS AND ENGINEERS

M/S INAM AND CO.