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| 1 | Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge |
| 2 | Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge. |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 4 | 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level level1:2:4 (1 Cement : 2 coarse sand (zone-ill) derived from natural sources : 4 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 8 | Centering and shuttering with 12mm thick shuttering plywood confirming to IS 4990:2011 and removal of form at all heights. Plywood will be supported on lock bars. Suspended floors, roofs, landings, balconies and access platform. |
| 9 | Supply and Stacking of hard stone 22.4-53 mm gauge stone ballast i/c all comp of work |
| 10 | Laying,spreading and compacting stone aggregate of specified sizes, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate excluding of roller |
| 11 | Providing 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 site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer -in-charge Cement concrete prepared with batch mixing machine |
| 12 | Trimix for C.C. road etc. including hire & fuel charge of concrete floter + all completion of work. |
| 13 | Providing & applying concrete hardner on C.C.road surface etc. all completion of work. |
| 14 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.(Minimum Depth 50 mm and Width of Groove 10 mm) |
| 15 | S/ fixing sign board at site +all comp of work Please Enable Macros to View BoQ information |
