CONSTRUCTION OF BOUNDARY WALL OF SEKHPURA GRAVEYARD AT ENAYETPUR GP UNDER MANIKCHAK DEVELOPMENT BLOCK

Earth work in excavetion of foundation trenches or drains.in all sorts of soil (including mixed soil but excluding laterite or sand stone ) including removing, spreading or stacking the spoils within a lead of 75 m. as directed.The item includes necessary trimming the sides of trenches,leveling,dressing and ramming the bottom,bailing out water as required complete. (a) Depth of excavetion not exceeding 1500 mm.

Filling foundation and plingth by fine sand in layers not exceeding 150 mm. as directed and consolidatating same by through saturation with water ramming complete ,including the cost of supply of sand

(A) Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 150 mm including watering and ramming etc. layer by layer complete. i) With earth obtained from excavetion of foundation.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layercomplete. (Payment to be made on the basis of measurement of finished quantity of work) (c) (i) With carried earth arranged by the contractor within a radius of 1 km. including cost of carried earth.

Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powderd earth or local sand.

Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety] (a) 1:3:6 proportion

Hire and labour charges for shuttering with centering and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slab,beam,column,lintels curved or staight including,fitting,fixing and strikingout after completion of works (up to ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation

Hire and labour charges for shuttering with centering and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slab,beam,column,lintels curved or staight including,fitting,fixing and strikingout after completion of works (up to ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of E-I-C

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.

Reinforcement for reinforced concrete work in the all sorts of stucturesincluding distribution bars,stirrups,binders etc. including supply of rods,initial straightening and removal of loose rust (if necessary),cutting to requisite length,hookng,and bending to correct shape,placing in proper position and binding with 16 gauge black ennealed wire at every intersection,complete as per drawing and direction. (a)For works in foundation,basement and up to roo of ground floor/upto 4 m. (i) Tor steel/Mild steel.