Extension of Bogibari PC of Maloibari ELIS under SOPD-G during the financial year 2025-26

Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed.

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc. including racking out joints and curing etc. complete (in proportion 1:3) .

Soling in foundation in floor at all levels including filling intersides, ramming etc. complete as directed and of specified thickness. ( a ) 9 cm brick flat including sand packing.

C.C. work in prop. 1: 2: 4 in foundation / abutment / piers/ wing walls etc. with hard broken stone aggregates of size 6 mm to 20 mm including curring with necessary timber shuttering, scaffolding where necessary, complete as directed ( shuttering, scaffolding cost will be paid seperately ).

Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC & RCC works as directed complete (Measurement to be taken on the surface area of timber) Footing, Post

Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC & RCC works as directed complete (Measurement to be taken on the surface area of timber) Beam

Supplying, fitting, fixing & laying reinforcement(TATA) in position in RCC work including cutting , bending,cranking with two piles 0.91 M( 20 BWG) annealed wire hooking tying, complete as directed.

RCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).