|
| 1 | Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with % tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift : All kinds of soil |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge: All kinds of soil. |
| 3 | Cartage of silt, sludge kankar and other disposable organic material etc. all complete with labor T&P including cartage of 8 km. |
| 4 | 1:5:10 (1 cement: 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 5 | 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) |
| 6 | Cement plaster in coarse sand : 12mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) |
| 7 | 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 Engineerin-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer |
| 8 | Raising & re-fixing of manhole including all material labor T&P etc. all complete. |
| 9 | Supply & fixing of R.C.C. manhole frame and cover including all complete. |
| 10 | R.C.C. precast Slab 900mm x 450mm having thickness (150mm with 10mm dia) reinforcement double cage and having two lifting handles. |
| 11 | Supply and fixing of R.C.C. slab as per direction of engineer-in-charge etc. all complete. |
| 12 | Supply and fixing of black granite stone board and approved standard matter with brick work, plaster & paint etc. all complete. |
| 13 | Sub Total (A) |
| 14 | Add / Deduction For Estimate Figure Amount Match |
| 15 | Grand Total Please Enable Macros to View BoQ information |