conservation, repairs of bhairavnath and jogeshwari temple complex, shivthar, tal-satara, dist-satara, phase-ii.- 1 excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of50m.beyondthebuildingareaandstacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling,ramming,wateringincludingshoring and strutting etc. complete. (lift upto 1.5 m.) by physical means cutting stem and application of hing/gur/lime formulation as specified by the architect or other patented chemical biocide treatment such as biocide glycel (isoproplamine salt of glyphosate) or other chemical as specified by the engineer in charge etc. complete 2 providingdry/trap/granite/quartzite/gneiss rubblestonesoling15cmto20cmthick including hand packing and compacting etc. complete. 3 providingandlayingcastinsitu1:2:4lime concreteoftrap/granite/quartzite/ gneiss metal for foundation and bedding as per detailed specifications and drawings or as directed including bailing out water, centring, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required with fine aggregate, preparing the lime mortar in lime miller and then mixing with coursed aggregate in drum mixer as per specifications including bailing out water, watering etc. complete. 4 conveyingtheexcavatedmaterials,debrisof brick or stone masonary, r.c.c. slab, water proofing, stone members/ materials, cement/ lime concrete, tiles/ marbles/ stone slab/ brick bat coba,etc.upto5 km,awayfromthesiteand cleaning the site properly. 5 providing and fixing stone paving, second sort in lime mortar 1:1½, with size of stone 0.60 m x0.45 m x 0.15m, as per detailed specifications and drawings or as directed including all stone slabs to of approved quality, hard, even, sound, durable and uniform thickness, the stones to be not finely chisel-dressed on the surface and the course to be of prescribed width, true for top 25 mm. (1″), the joints running true, the stones to be laid with joints not exceeding 8 mm. (5/16″) thick and to be evenly and firmly bedded flush in mortar on the concrete and no hollow left, side to be dressed true and as per shape at least half the depth from the face, preparing the lime mortar in lime miller, watering and all paving work when handed over to be perfectly clean and free from all mortar stains etc. complete.