| 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;3CM toning curing etc. complete.
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