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| 1 | Construction of Salt storage platform at Kyar No. 9-10 |
| 2 | Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per MoRTH Specification Clause 305.4.3 and rolling with 8-10 tonne road roller. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kind of soil |
| 4 | Providing and laying in position cement concrete incliding curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering- All work upto plinth level 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). |
| 5 | Random Rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30cm thick wall in: Cement Mortar 1:3 (1 Cement : 3 Sand). Provision for weep holes as per site condition requirement. |
| 6 | Providing & fixing cement concrete copiong 1:2:4 mix 50 mm thick complete as per specification. |
| 7 | Pointing on stone masonry in cement sand mortar 1:3 (1 Cement: 3 Sand) Flush/Rulled/struck or weathered pointing. |
| 8 | Banking earth in layers, breaking clods, watering at optimum Moisture content rolling each layer with 8-10tonne vibratory road roller in layer (compacted thickness not exceeding 20 Cm) to achieve 95% of maximum laboratory dry density at every layer as per IS 2720 (Part 7 or 8) and dressing up in embackments for road, flood banks marginal banks andf guide banksetc. |
| 9 | Supply & stacking of good quality jhinkra (60mm and below size) obtained from Akoda quarry at site. (Calculation will be done as per site measurement). |
| 10 | Laying of jhinkra on prepared bed compacting and rolling with 8-10 tonne vibratory road roller to achieve 15 Cm thick compacted layer and the compaction is continued to achieve the maximum dry density, compete in all respect and as per direction of site engineer. |
| 11 | Laying of jhinkra on compacted surface, complete in all respect and as per direction of site engineer. |
| 12 | Laying dry stone soling and packing closely of 0.30 mtr. thick over the horizontal surface.soling is to be done including filling voids with chipping. Complete in all respect and as per direction of site engineer. |
| 13 | Supply & stacking of good quality fine jhinkra obtained from Akoda quarry to fill the gaps/voids in stone soling, complete in all respect and as per direction of site engineer.(Calculation will be done as per stack measurement). |
| 14 | Laying of jhinkra over the stone soling to fill the gaps/voids, watering, compacting and rolling with 8-10 tonne road roller, complete in all respect and as per direction of site engineer. |
