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| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 2 | Surface dressing of the ground including inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 2.28.1 All kinds of soil. |
| 3 | Provision for condition mapping /in situ pre conservation documentation including making of hand sketches and Auto CAD drawings of all sculptures mouldings carvings including Architectural and structural members of Temple , including preparing plans, sections, elevations, sketches/drawings of fallen stones, detailed photography, etc. complete. |
| 4 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 meters lead of: G.S. Sheet. |
| 5 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. ( In cement mortar) |
| 6 | Provision provided for propping to damaged roof and wall of structure to prevent them from sudden collapse of structural/architectural fragments. |
| 7 | Provision for taking out non technically conserved/damaged/ out of plumb ancient Stone structure with very carefully to avoid any damage of ancient structure with the help of special T&P including supply of all Materials, laborers, T&P etc complete at site |
| 8 | Restoration of stones of temple with original sand stone blocks and minimum new stones duly fine dressed, molded and carved as per original, including dismantling and carrying of stones from trial assembly yard to actual location manually, fixing stainless steel pins and dowels, and filling gaps/joints (where necessary) with 5% of polymer cement, lime, and stone dust mortar etc. complete at site. |
| 9 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, up to 25 meter height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metrecenter to center, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. |
| 10 | Hire Chargesof Tools/Plants& Machinerya. Water Tanker 5000 Liter |
| 11 | b. Hire and running charges of crane 20 ton capacity |
| 12 | c. Surface vibrator |
| 13 | Provision for New Borewell including Drilling cost, pump cost, pipes cost, setup cost and T&P etc |
