Constt. of New shed at shitla Mata Mandir poli W.No. 02

Amount

Earth work in excavation by manual means in trenches for foundations, drains,(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. A). All kinds of soils

P/L of cement concrete of 1:5:10 mix with 40mm aggregates in foundation and plinth all etc. complete.

P/L of reinforced cement concrete of 1:1.5:3 mix with 20mm aggregates in foundation and plinth all etc. complete.

P/L of cement concrete of 1:3:6 mix with 20mm aggregates in foundation and plinth all etc. complete with 30% boulders

Filling of available excavated earth in foundation and sides i/c all compaction and leads and lifts complete.

P/L of dry boulders in horizontal position including cost of stones all complete.

P/L of reinforced cement concrete of 1:1.5:3 mix with 20mm aggregates in beams and columns all etc. complete.

Reinforcement for RCC work i/c cutting, bending, binding and placing in position all complete.

Centering and shuttering including strutting, propping etc. for foundations, footings etc. complete

for Suspended floors, roofs, slabs etc.

for Edges of slabs etc.

for beams, lintels etc.

for Columns etc.

15mm thick cement plaster in 1:6 cement:sand mix with all carriages complete.

12mm thick cement plaster in 1:6 cement:sand mix with all carriages complete.

P/L of 40mm thick flooring of cement concrete of 1:1.5:3 mix with 20mm aggregates in foundation and plinth all etc. complete.

Making Plinth protection 50mm thick of cement concrete of 1:3:6 mix with 20mm aggregates in foundation and plinth all etc. complete.

Distempering with washable distemper of approved brand and manufacture to give an even shade

Provision for Citizen Information board

Rajnesh Singh

SURDOOR SINGH

Ajay Singh