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| 1 | Careful dismantling of the damaged and tilted super structure (Ceiling slabs, beams, Pillars, capitals etc.,) after proper documentation including stacking the useful materials for re-use etc., complete as directed by the site in charge. |
| 2 | Careful dismantling of bulged out stone masonry Prakara wall of western cloister mandapa and stacking useful materials for reuse and disposal of debris away from the site etc., complete as directed by the site in charge. |
| 3 | Earthwork excavation in hard soil exceeding 30cm in depth, and getting out and disposal of excavated earth etc., complete as directed by the site in charge. |
| 4 | Filling the sand bed in the foundation with proper consolidation, ramming etc., complete as directed by the site in charge. |
| 5 | Providing bed of Lime concrete (1:2:4) (1 lime: 2 Sand: 4 Brick aggregate of 40mm size) in the foundation. Including cost, conveyance of all materials, labour charges, curing charges, loading andunloadingcharges,mixingcharges etc., complete as directed by the site in charge. |
| 6 | Construction of RR masonry base for foundation below the plinth level in Lime mortar (1:2) including cost, conveyance of materials, labour charges, curing charges, loading and un loading charges, mixing charges etc., complete as directed by the site in charge. |
| 7 | Reconstruction of Prakara wall of western cloister mandapa with new granite stone masonry (Veneering) in lime mortar (1:2) and pointing the wall, including curing etc., complete as directed by the site in charge. |
| 8 | Core filling in between the veneer walls with brick jelly concrete using 20-40mm brick aggregate in Lime Mortar (1:2) including curing etc., complete as directed by the site in charge. |
| 9 | Restoration of the dismantled Pillars, capitals, chajjas, counter weight beams, Ceiling slabs, roof beams in lime mortar (1:2) and pointing stone joints in Lime mortar (1:2) including curing etc., complete as directed by the site in charge. |
| 10 | Providing Coping over the Prakara wall with brick jelly concrete using 20-40mm brick aggregate in Lime Mortar (1:2) etc., complete as directed by the site in charge. |
| 11 | Carving the new granite stone surface to match the old pattern and design for uniformity etc., complete as directed by the site in charge. |
| 12 | Providing Water tightening the terrace of western mandapa with brick jelly lime concrete (1 lime:2 Sand:4 brick aggregate of size 20mm) to an average depth of 20 to 25 cm with proper slope including ramming,consolidating,byusingnecessary adhesive materials etc., complete as directed by the site in charge. |
| 13 | Providing 20mm thick plastering over the top of terrace with Lime mortar (1:2). Including cost, conveyance, loading, unloading labour charges, GST and other applicable taxes etc., complete as directed by the site in charge. |
| 14 | Laying new Granite stone flooring with neatly dressed stone of sizes varying from 90 to120cm of length, 45 to 60cm of width with a thickness not less than 10cm over a bed of brick jelly lime concrete (1:2:4) (1 lime:2 sand:4 brick aggregate of size 20mm) of 100mm thick and pointing the joints with Lime mortar (1:2) including curing etc., complete as directed by the site in charge. |
| 15 | Stucco lime patch plastering (Base Coat) with Lime Mortar (1:2) 20 mm thick, at damaged locations of the gopuras. Including careful de- plastering of the damaged and worn-out loose plaster of gopuras and cleaning the dead mortar and setting fallen edges if any in bricks pieces including cost, conveyance, loading, unloading, labour charges, GST and other applicable taxes etc., complete as directed by the site in charge. |
| 16 | Removal of moss and lichen on the Shikaras of the temple and white washing the surface in two coats including cost, conveyance, loading, unloading, labour charges, GST and other applicable taxes etc., complete as directed by the site in charge. |
| 17 | Fixing the double scaffolding system (cup lock type) with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform and maintaining it in a serviceable condition for the required duration and removing it after completion of work. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc., wherever required for inspection of work at required locations with essential safety features for the workmen including all taxes etc., complete as directed by the site in charge. |
