1. Earth work excavation for the clearance of debris without disturbing the members to a width of 5 M to 9M all-round Garbhagriha & mahamantapa upto a depth original working level by taking full care not to disturb / cause any damage to the structural members/ which may found inside the debris and stacking or such members found during the course of clearance work at a suitable safe place for re using/ refixing them in its original position and bring the entire surrounding area neat and throwing the debris beyond 100M from the temple and formed neatly. 2. Numbering of structural members with suitable colours clearly both inside as well as outside mentioning clearly direction of courses etc. so that there should not be any difficulty or confirm while putting them back to its original position.
3. Providing propose suitably to the structural members which have disturbed ( leaving ) all-round garbhagriha using casuarinas poles etc. as a precautionary measure for taking up the dismantling work.
4. Dismantling of bulged out & over hanging structural members such as heavy roof slabs, heavy chejjas (eave) pillars along with inner veneer slabs & core filling and bricking them down carefully without damaging using puller block etc. and neatly stacked number wise on the respective sides.
5. Strengthening foundation by filling granite random rubble ranging from 40 cm. to 15cm. size mixed with pebbly sand in layers gaps/ voids neatly packed with chips well and consolidated including watering heavily and finished neatly.
6. Laying cement concrete 1:4:8 proportion over the bubble filling using 40nim size granite jelly Including watering consolidation curing etc. complete
7. Restoration of dismantled structural members in their proper position and in original level carefully, filling the core with brick jelly mixed with lime mortar 1:4 proportion and well consolidated the joints or members are pointed with 1:4 proportion of CM on their back side, fixing of stainless steel dowels ( l5cm x 20cm x 4mm) for each member for keeping firm in their position each member by taking all care and precautionary measures and finished as per original complete.
8 Watering tightening the terrace ( roof) by laying 15 cm. ( average) thick W.P.C. using one of burnt lime and three of brick jelly of 25mm to 40mm size laid in proper slope including packing the joints or roof slabs with chips and 1:4 cm. well consolidated and top plastered with 20mm thick 1:1:6 combination mortar including joining curing etc. complete 18 sqm.
9. Provision for the replacement of broken or mixing roof slabs beams capitals found during the execution and fixing in conformity as per original.
10. Laying flag stone pavement using 10cm. thick stone slab neatly 2 line dressed including sunk pointing with 1;3 CM toning curing etc. complete.