Balance work for road from Graveyard Bandy Mohalla Badnard Link road

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. 2.7.1 All kinds of soil :

Providing, laying, and compacting granular sub-base (GSB) material conforming to Clause 401 of MoRTH specifications (latest revision), including loading, unloading, carriage, spreading in layers not exceeding 200 mm (loose) thickness, watering, and compaction with vibratory roller to achieve the required density and CBR value as per approved design and lines, grades, and cross sections complete

Providing and laying of 18'' dia RCC pipes in proper position/ grade including excavation of trenches, refilling of excavated material as cushion (got from excavation)and providing Top and Botom cushions of RBM materail and inclding cost and carriage of pipes upto site of work complete.

Supply and stacking of crushed graded stone agg. at site of size range 63-45mm @ 0.99 Cum/10Sqm, screening 13.2mm size @ 0.13 cum/10sqm and binding materials @ 0.06cum /10 sqm and subsequently Laying base course of WBM layer- 75mm thick with specified stone aggregate, stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8-10 tonne capacity to the required gradient and levels including all carriages of all materials from source to site of work