|
| 1 | Dismentaling cement concrete or brick work or granolithic floor including stacking of dismantaled material as directed by Engineer-in- Charge within s distance of 60 meter. |
| 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 1.5 m, as directed by Engineer-in-charge: 2.1.1 All kinds of soil. O to 0.30 Μ. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil directed, within a lead of 50 m including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:6:12 (1 Cement: 6 Coarse sand (zone-III): 12 graded Brick aggregate 40 mm nominal size). |
| 5 | Brick work with common burnt clay (non modular) bricks of class-150 in fondation and plinth in: Cement motar 1:4 (1 cement: 4 coarse sand) |
| 6 | Scarifying existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical specification Clause 301.4. |
| 7 | providing Laying spreading and compacting graded stone aggregates to Wet mix macadam(W.M.M) specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site. laying in uniform layers with paver in sub-base course on well prepared surface and compacting with vibratory roller to achieve the desire density as per MORT & H-406 |
| 8 | cement concrete paverment construction of unreinforced, dowel jointed, plain cement concrete paverment over a prepared sub base with grade cement @430 kg per cum, coarse and fine aggregate confirming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip from paver, spread, compacted and finished in a continuous operation including provison of conraction, expansion, construcyion and longitudinal joints, joint filler, separation membrane, sealant primer, joints sealant, debonding stripe, dowel bar, tie, rod, admixture as approved,curring compound, finishing to lines and grades as per drawing |
| 9 | Cartge of earth up to 3.00 km including Loading etc all complete.. |
| 10 | TAX18% Please Enable Macros to View BoQ information |
