CONSTRUCTION OF BATHING GHAT At the pond side of P.F. Footaball Ground in ward no. 3

Earth work in excavation of foundation trenches or drains ,in all sorts of soil ( including mixed soil but excluding lateric or sand stone)including removing spreading or stacking the soils within a lead of 75m as directed . The item includes necessary training the sides of trenches, leveling ,dressing and ramming the bottom, bailing out water etc.as required complete. (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring P-1, It-2/a Bathing Ghat

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 layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. P-1, It-3/a

Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) P-2, It-4A Bathing Ghat -

Single brick flat solling of picked jhama bricks including ramming and dressing bed to proper level, and or local sand P-14, Sl.-1 Bathing Ghat -

Cement concrete with Graded Stone ballast (40 mm size) excluding shuttering. In Ground floor and foundation. (a) 6:3:1 proportion P-9, It-26

Brick work with 1st class bricks in cement mortar (6:1) (a) In foundation and plinth P-1, It-4/a

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 / Chandi Variety in P-12, Sl.-33/i

Hire and Labour charges for shuttering with centering and necessary staging up to 4m. using approved stout props & thick hard wood planks of approved thickness with required breaking for slabs , beams , columns Lintels curved or straight including fitting fixing and striking out after completion of works. (a) 25mm to 30mm thick wooden shuttering as per decision & direction of Engineer-in-charge. in- P-42, It-36/a

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. JSW/SRMB/SHYAM P-43, It.-40/a/i

Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (iii) 35 mm. thick P-22, Sl.-4/ii