CONSTRUTION OF ADDITIONAL CLASS ROOM AT KANKARIA GOVT. UPS,KURUL,PUINTALA

Earth work in excavation of foundation trenches in ordinary soil except sheet rock and boulders (requiring blasting) including dressing and leveling the bed upto the required depth and depositing the excavated materials away form the site with all leads and lifts. T & P shoring and shuttering if required etc. complete as directed by engineer- in charge.

Filling foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labours and T & P required for the work etc. complete and as per direction of Engineer-in charge.

Providing & laying plain cement concrete 1:3:6 ( 1 cement 3 coarse and 6 graded stone aggregate fo 40 mm nominal size) in foundation and pinth including cost of hoisting, lowering laying concrete, ramming , watering and curing etc. complete to required levels laid in layers not exceeding 15cm thick including cost. Conveyance, loading and unloading, royalties and taxes all materials and cost of all labours, sundnes, T & P required for the work complete including dewatering if required as per instruction of Engineer-in- charge.

Fly ash brick masonay In Cement Mortar (1;6) In Foundation & Plinth Including Cost.Conveyance, Loading And Unloading, Royalties And Taxes All Materials And Cost Of All Labours, Sundnes, T & P Required For The Work Complete Including Dewatering If Required As per Instruction Of Engineer-In¬Charge.

Providing , lifting hoisting laying Reinforced cement concrete of M20 grade in column footings , as per approved designs and drawings having a munimum compressive strength ( in work test) 200 Kg./ Square cm in 15cm. Cubes at 28 days after mixing and tests conducted in accordance with I.S. 416 using 12mm to 20 mm size black hard crusher broken granite stone ships of approved quality from approved quarry washed and cleaned (20mm size not to exceeds 25%) to be mixed in concrete mixture including noisting, lowering lying an dcompacting concrete by susing vibrators, watering and curing for 28 days finishing the exposed surface smooth proving grooves or beads wherever necessary including cost conveyance, loading and unloading royalities and taxes of all materials and cost of all labours sunones , T & P required fo rthe work ect complete in all respect excluding cost and conveyance of HYSD/MS steel and binding wires , and labour charges for straightaining, cutting , bending etc of M.S. rods of for steel and binding A. Column Footing

B. Grade Beam

C. Lintel Band

D. Chajja

E.Column

F. Beam