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| 1 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. dsr-16.83 |
| 2 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge All kinds of soil. DSR- 2.1.1 |
| 3 | Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC. Carriage of mixed material to work site spreading in uniform layer with grader on prepared surface and compacting with vibratory power roller to achiever the desired density complete as per clause MORTH 401. Analysis rate |
| 4 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbaselbase course on well prepared surface and compacting with vibratory roller to achieve the desired density MORTH 406. Analysis rate |
| 5 | 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 (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Cement concrete prepared with batch mixing machine DSR- 16.43.1 |
| 6 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade 'A' sealing compound. DSR- 16.46.1 |
| 7 | Supply and Laying for separation membrane of impermeable plastic sheeting 125 micron thick. DSR 2021 0323 + labour |
| 8 | Providing and laying 80 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. DSR 16.68 |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15Mpa in foundation and plinth in:6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) DSR AR 6.1.2 |
| 10 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources)2023 dsr 4.10 Please Enable Macros to View BoQ information |
