Construction of Additional class room at primary school Burta

Earthwork in excavation of foundation & plinth in Stoney earth mixed with gravels including dressing and levelling the bed up to the required depth & removing the excavated earth & depositing the same away from the work site within initial lead of 50 mtr & initial lift of 1.5 mtr, including cost of labour T&P articles required for the work including shoring, shuttering, propping & dewatering if required, etc. complete in all respect as per the specification & direction of the Engineer-in-Charge.

Supplying and filling foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceed 23.5cm(9") in depth with all lead and lift inclujding cost, conveyance, loading, unloading, royalities and taxes of all materials, cost of all labour, sundries, T&P required for the work etc complete in all respect as per direction by the Engineer -in- Charge

Providing and laying plain cement concrete of proportion (1:3:6)) in foundation and floors using 4 cm. size black hand broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties, taxes of all materials and cost of all labours, T&P etc required for the work including shoring, shuttering and dewatering if required including hire & running charges of all machineries required for the work etc complete as per the direction of the Engineer -in –charge

R.C.C. M 20 grad with 20 mm and down graded H.G.Crusser broken Chips (A.R-2006 P.52 item -4)

Providing, Cutting, straightening coiled or bent up Fe-415 grade steel welding or jointing if necessary, bending, binding, tying the grills as required for RCC works, and hoisting, lowering and placing in proper position according to approved designs and drawings including cost, conveyance, loading, unloading, taxes of M.S. rods, Fe-415 or equivalent and binding wires of 18 to 20 gauge required for the work and cost of all labour, sundries, T&P and scaffolding complete in all respect as directed by the Engineer-in-Charge (payment will be made according to the actual weight of M.S. rod, Fe-415 or equivalent consumed in the work and no separate payment will be made towards weight of binding wires which is to be borne by the contractor at his own cost) as per the direction of Engineer-in-charge.

Rigid smooth centering & shuttering for R.C.C. works including false works and dismentaling then after casting.(A.R.-2006,P-53,ITEM-10 ) Column Footing & Plinth bend

Rigid smooth centering & shuttering for R.C.C. works including false works and dismentaling then after casting.(A.R.-2006,P-53,ITEM-10 ) Column & Beam

Rigid smooth centering & shuttering for R.C.C. works including false works and dismentaling then after casting.(A.R.-2006,P-53,ITEM-10 ) Lintel

Rigid smooth centering & shuttering for R.C.C. works including false works and dismentaling then after casting.(A.R.-2006,P-53,ITEM-10 ) Chajja / Roof slab

Brick Masonry work with Fly Ash brick of size 23 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) in F &Plinth with screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in superstructure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge.