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| 1 | Description |
| 2 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenances required to complete the work.In all kinds of soils Depth up to 1.5 m. |
| 3 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:3:6Using 20 mm nominal size graded crushed coarse aggregates. |
| 4 | Providing and laying in position Cement Concrete Mix 1:2:4 (M15) using 20mm nominal size graded crushed coarse aggregates for all sub structures of building, irrigation works , sub structure works of bridges, Drain works and other parallel works from 0.50m to 3.50m height. The granite/trap/basalt crushed graded coarse aggregatesand fine aggregates as per relevant IS codes machine mixed with superplasticisers , laid in layers , well compacted using needle vibrator , providing weep holes wherever necessary , including all lead & lifts , cost of all materials of relevant IS codes , labour, usages charges of machinery, curing and all otherappurtenances required to complete the work as per technical specification including cost of centering and shuttering. |
| 5 | Shifting and erecting of exit RCC Poles of sizes 0.21m x 0.21mx2.40m including making all necessary supports for securing the pole in position for concreting of RCC pole pedestal and hold position upto hardening of bottom concrete Supports to be in position minimum 7 days . finally releasing the supports and shifting the supporting materials away from the site, including cost of materials , tools and plants , labour charges transportation charges and all other incidentalcharges etc. complete as directed by the Department. |
| 6 | Providing chain link fencing Mechanically woven double twisted, mechanically selvedge Zinc + PVC coated mesh type 10x12wire dia 2.7/3.7mm (interior/outer diameter). Selvedge wire dia 3.4/4.4mm as per standards (EN/IS16014) (Material as used in gabion retaining wall ) as per the guidelines by the Department / Installation guideline of the manufacturer properly stretched between existing poles and fixing with suitable bolt and nuts, MS flat 50mmx5mm thick 150mm long the free end shall be secured firmly to the pole at top and bottom as required, including cost of all materials, labour charges, lead and lift charges transportation charges and all another incidental charges as directed by the Department, including two coat of approved quality paint over one coat of shop paint. complete as per specification |
