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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 | Extra for earthwork in hard soil as per specification and direction of E/l (vide classification of soil item-B) |
| 3 | 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. |
| 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 designation 75B brick work in C.M (1:6 ) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). Roof |
| 10 | Column |
| 11 | T.beam&Column base |
| 12 | Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l. |
| 13 | Providing 19mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 14 | providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. |
| 15 | Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper scaffolding , curing and taxes all complete as per building specification and direction of E/I. |
| 16 | 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. |
| 17 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and lift 1.5M all complete as per building specification and direction of E/I (Mode of measurement compacted volume.) |
| 18 | Carriage of materials Sand |
| 19 | Cement |
| 20 | Stone chips |
| 21 | Steel |
| 22 | Brick |
| 23 | G.S.T @ 18% |
| 24 | Labour Cess 1% Please Enable Macros to View BoQ information |
