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| 1 | Earth work in excavation in foundation trenches in ordinary soil(Vide classification of soil item-A) and disposal of excaveted earth as obtained to a distance upto 50M including all lifts levelling,ramming the foundation trenches, removing roots of trees,shrubs all complete as per approved design,building specification and direction of E/I./Incharge |
| 2 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l. |
| 3 | Extra for earthwork in hard soil as per specification and direction of E/l (vide classification of soil item-B) |
| 4 | Providing designation 75B one brick flat soilding joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. |
| 5 | Providing P.C.C M-150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade III ( 50 mm to 25 mm Size) clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and plavcing in position vibrating, striking, curing, taxing and royalty all complete, as per building specification and direction of E/l. |
| 6 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) Column |
| 7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) Beam |
| 8 | Providing 50mm thick 2nd class patent stone flooring (1:2:4) with 20mm, to 6mm size graded stone chips finished with flooring coat of neat cement in panels including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes and royality with all complete as per building specification and direction of E/I. |
| 9 | Carriage of materials Sand |
| 10 | Cement |
| 11 | Stone chips |
| 12 | Bolder |
| 13 | G.S.T @ 18% |
| 14 | Labour Cess 1% Please Enable Macros to View BoQ information |
