Construction of Nevadiya Chekdam

Amount

const. of chekdam

Approach Link

E/W excavation in mixed soil i/c lead up to 10 M & Lift up to 1.5 M

with extra lift 1.50 to 3.00

E/W excavation in wet hard earth mixed with boulder i/c lead up to 10 M & Lift up to 2 M 1.50-3.00 M

2 Extra lift 3.00 - 4.00 M

C.C. work 1:3:6 with cement, c-sand & 22.4-53 mm Stone ballast in foundation

Extra Lift

R.R stone Massonary with 1:4 cement & Sand Mortor in foundation & plinth

Deep struck / Raised Pointing work with 1:2 cemend & Sand Mortor

P.C.C 1:2:4 with cement,c-sand & 20mm Dala Grit

other work

E/W in filling beside wing wall

Dewatering with 5-8 HP Diesel pump set

Plastering work in up side crest & wing wall i/c all

stone boulder fillimg in filter

Nala devlopement up to 0-2.00 M

Extra one lift up to 2.00 - 3.00 M

Extra one lift up to3.00 - 4.00 M

Dismentling of coffer Dam

Site Clearance

S/F of signboard

GST Will be paid EXTRA

SHREE PRAKASH

M/S SHIV PRASAD SAROJ