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| 1 | Dismantling CC or brick or granolithic floors including stacking of dismental material etc all comp |
| 2 | Dismenteling of old interlocking tiles including stacking of dismentled material etc all complete work. |
| 3 | Exavating supplying and filling of loacal earth including royality by mechanical maens upto a lead 1km also including ramming and watering of earth in layer not exceeding 20 cm in trenches plinth sides of foundation etc all work |
| 4 | Earth work in Excavation in trenches for foundations pipes cables etc in ordinary soil (loan clay or sand) including lift up to 1.5 mtr lead up to 50 mtr and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in charge with in a distance of 50 mtr. |
| 5 | Providing and Laying Cement concrete (1:4:8, 1cement: 4 c sand: 8 stone ballast nominal size 40 mm ) and curing complete, including cost of formwork in foundation and floors. |
| 6 | Class - 150 Brick Work in (1:4 ) cement mortar in Foundation&plinth including supply of all Materials Labour and Tool & Plants etc,required for proper completion of the work. |
| 7 | 12 mm thick cement plaster 1;4in single coat on Both side of single or half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not exceeding 80 mm in girth and finished even and smooth. |
| 8 | Providing and Laying Damp Proof Course 25mm thickness with cement concrete 1:2:4 ( 1cement: 2 coarse sand: 4 graded stone aggregate nominal size 12.50 mm ) etc all comp. |
| 9 | RCC Work with cement concrete 1:1.5:3,1cement :1.5 coarse sand:3 stone Agregate incuding all completion of work.for slab |
| 10 | Mild steel or Iron in Reinforcement including all completion of work. |
| 11 | Providing and laying 125 micron polythen sheet including all labour work |
| 12 | Providing and laying Pre moulded joints filler 12 mm thick for expention including all labour work |
| 13 | provinding and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks / runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved &specified design criteria providing dowel bars with sleeve/ tie bars wherever required, laying at dite, spreading and compacting mechanically by using needle and surface vibrators, lavelling to required slope/camber, finishing with required texture, including texture, including steelform work with sturdy M.S.channel sections. curing. making provision for contraction/ expansion, construction &longitudinal joints (10mm wide x50mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineering charge (item of joint fillers. sealants, dowel bars with sleeve/ tie bars to be paid separately).cement concret manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer. |
| 14 | Construction of gullypit 0.60x0.60x0.75 as per KNN design etc all work |
| 15 | construction of mane hole chamber as per KNN etc all comp. |
| 16 | Making of pedastal including all labour work |
| 17 | Sale Of Material Old I/L |
| 18 | Cartage of Earth up to 3 km including all completion of work. |
| 19 | Add 18% G.S.T Please Enable Macros to View BoQ information |