Construction of 2nd platform along the fly ash railway line.1 opposite side to the existing platform at STPS.

Amount

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1,500 mm.

Earth work in filling in foundation trenches or plinth with good earth, mill rejection etc. in layers not exceeding 150 mm. including watering and ramming, compacting with vibratory roller etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)

Brick work with Fly Ash bricks as per IS 12894:2002 in cement mortar (1:6) In Foundation, Plinth and Boundary Wall

Loading, unloading and transportation upto any distance within Plant. A. Loading in to trucks at the lifting point, unloading at destination etc. as directed including carriage by head load up to a lead of 50.00 m at each of the two points. earth, mill rejection etc as per direction.

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

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] With 1:6 cement mortar. 15 mm thick plaster.

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification. In Ground floor: Two coats

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.

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

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. Tor steel/Mild Steel.

M/S SWAPAN KUMAR CHOWDHURY

M/s. SARKAR AND SARKAR

Venus Engineering Services

M/S SUBHASH SINGH CHOUDHARY

M/S D.M. ENTERPRISE

M/S PANCON