Construction of culvert on Patyari minor of D-1 of Main Tawi Canal near RD 1800M

Amount

Demolishing RCC work manually/ by mech means including stacking of steel bars & disposal of unserviceable material within 50M lead

Demolishing cement conc. manually/by mechanical means including disposal of material within 50 Meters lead: 1:3:6 or richer mix

Earth work in excavation by manual means over areas ( exceeding 30 cm and upto 1.5 M in depth 1.5 in width as well as 10sqm on plan) including disposal of excavated earth upto 1 mtr fro m cutting edge disposal earth to be leveled and neatly dressed in. All kinds of soil. Deduct for disposed soil not levelled and neatly dressed.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering : All work upto plinth level.

1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregat 40mm nominal size ) crushed.

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

Providing and laying Reinforced cement concrete 1:1.5:3 ( 1: Cement : 1.5 Coarse sand : 3 graded stone aggregate 20MM nominal size) in suspended floors, balconies, landings and staircase having upto 15 degree slope excluding cost of centering and shuttering all work upto floor V level.

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

Centering and shuttering including strutting propping etc and removal of form for :

Foundation, Footing, bases of columns etc for mass concrete

Wall (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Suspended floors, roofs, landings balconies and access platform

Edges of slabs and breaks in floors and walls above 20 cms wide

Edges of slabs and breaks in floors and walls under20 cms wide

12MM cement plaster of mix: 1:4 ( 1: cement : 4 coarse sand)

Filling available excavated earth ( excluding rock in trenches plinth sides of foundations etc 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 .Deduct for not watering the excavated earth for banking.

Carriage of material by MT from source to site of work including loading, unloading and stacking

Sand and stone agg below 40mm nominal av distance 10 Km

Carriage/ disposal of the surplus material i.e concrete, earth etc av distanmce 5 Km

JRM CONSTRUCTIONS