001/SAKO-II /2026-27

Earth work in excavation of foundation of structures as per drawing &technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and includingtrimming the sides of the trenches, leveling, dressing and ramming thebottom, 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 manual means.a) upto 3 m depth(ii) With pumping out water excluding shoring

Earthwork in filling in foundation trenches with good earth in layersnot exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m.

Hire and labour charges for Shuttering with or without stagingupto 4.0 m height using approved stout props with woodenplanks/ply wood/steel sheet plate with required bracing forany kind of plain or reinforced concrete works in all sorts of minorstructure including culvert, box culvert, cross-drain etc. The rateis inclusive of fitting, fixing and striking out after completion ofwork as per specification and direction. (b) Where staging is not required.

Cement concrete with 30 mm down graded shingles excluding shuttering.N.B. Variety In ground floor (a) 1:3:6 proportion

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening andremoval of loose rust (if necessary), cutting to requisite length, hookingand bending to correct shape, placing in proper position and binding with16 gauge black annealed wire at every intersection, complete as perdrawing and direction (a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel II. Other than SAIL/ TATA/RINL

Ordinary Cement concrete (mix 1:11/2:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes..(ii ) River bazree. (Iteam no-10 ii page -26 of Building Schedule-2017)

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and rakingout joints including throating, nosing and drip course, scaffolding/staging where necessary(Ground floor).[Excluding cost of chippingover concrete surface](ii) With 1:4 cement mortar(c) 10 mm thick plaster(Iteam no-2-(II)page -189 of PWD Building Schedule-2017Corr.)

Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.

Providing weep holes in Brick masonry / Plain / Reinforced concreteabutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20Htowards drawing face. Complete as per drawing and Technical specifications.

Cube test & other materials test of concrete