WBIW/SDO/VISD/eNIT-03/2026-27 SL-8

Cutting uprooting and clearing jungles including shrubs, water weeds,bushes,trees,plants,upto30cm.girth including removing as directed by Engineer-in-charge.

Earth work in excavation in the canals/drainage channels/borrowpits/River bed / slope of bank as noted below asper designed section & throwing the spoils inlayers of 25cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30metre and initial lift of 1.5metre including breaking clods, rough dressing etc.complete as per direction of the Engineer-in-charge. (a)Ordinarysoil / localsoil /soilmixedwithmoorumorkankar /silt,dry or moist / slushy silt / sticky soil.

Earthwork in closing ghoges in embankments including cutting, filling, puddling with water and ramming including all leads and lifts, if necessary.

Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg).

Labour charges for filling empty cement gunny bag /poly thene bag (capacity 50kg) with all kinds of earth (wet or dry),sand or agree gates (stone/brick) and sewing as done incase of cement bags,(tying with a knot after filling will not be a ccepted),and stacking within a lead of 30 metre as per direction of Engr-in-charge (costis excluding the cost of any types of filling materials).NB:-Volume of earth /sand filled bags should not be less than 0.028 cum/ bag.

Dumping in position earth / sand filled gunny / poly bags (capacity 50kg) within a lead of 30 metre inclusive of all lifts.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge. I. In all sorts of soil excluding marshy soil & rocks ( soft or hard ) by mnual means. a) upto 3 m depth. (iv) Without pumping out water and shoring.

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. a) Pakur Variety

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required.

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar (b) 20 mm thick plaster