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| 1 | EXECUTION OF WORK UNDER STRUCTURAL REPAIRS AND CONSERVATION TO THE GUMAT BAORI AT VIJAYAPURA, DIST. VIJAYAPURA, FOR 2023-24. |
| 2 | Pumping out of existing water from the well and disposing it through proper channel using the diesel or petrol water pumps including the cost of material, labour charges, transportation and hiring charges etc. complete all as per the direction of engineer in-charge. (unit : Days) |
| 3 | Carefully removing the silt deposited at the bottom/ sides of the well and shifting the debris away from the site without causing any damage to the existing structure and structural members. Any architectural members found should be stacked at the appropriate place, etc. complete including the cost of material, labour charges, transportation and hiring charges all as per the direction of engineer in-charge. |
| 4 | Uprooting the rank vegetation grown over side walls of the well and surrounding the well including cost of material, labour charges, etc. complete all as per the direction of engineer in-charge. |
| 5 | Carefully removing the fallen portion of the retaining wall of the well and stacking the usable materials and shifting and disposing off the unwanted materials away from the site including the cost of material, labour charges, transportation charges etc. complete all as per the direction of engineer in-charge. |
| 6 | Earthwork excavation in hard soil exceeding 30cm in depth, 1.50 m in width including removal and disposal of excavated earth lead up to 50m and lift up to 1.50 m etc. complete as per specification and direction of engineer in-charge. |
| 7 | Providing and laying brick jelly concrete at the base for foundation in 1:2 Lime Mortar with 20 mm down size brick-jelly aggregate including cost of material, labour charges, conveyance, ramming, consolidating, leveling and curing etc. complete, all as per specification and direction of engineer in-charge. |
| 8 | Providing core filling (RR Masonry) in layers, with 20% available rubble stones and 80% new rubble stones, in Lime mortar 1:2 including cost of materials, labour charges, watering, curing, etc. complete all as per the standard specifications and as per the direction of engineer in-charge. |
| 9 | Restoration of the fallen wall (atnorth, western side and southern sides (partially collapsed)) of the ancient well using size stones (trap stones) of size 0.40m X 0.30m X 0.30min lime mortar 1:2 as per original, matching the existing as per the standard specification, including cost of materials, labour charges, all lead and lift, curing etc., complete all as per the direction of engineer in-charge. |
| 10 | Providing andconstruction of enclosure wall around the well above the ground level using size stones (trap stones) of size 0.40m X 0.30m X 0.30m in lime mortar 1:2 as per the standard specification, including all lead and lift, cost of material, labour charges, curing etc., complete all as per the direction of engineer in-charge. |
| 11 | Providing pointing/ filling gaps of the wall surface of ancient well as per original using 1:2 Lime Mortar including cost of materials, labour charges, conveyance of materials, mixing, laying, curing etc complete as per the instruction of the engineer in-charge. |
| 12 | Laying new trap stone apron with neatly dressed stone of sizes varying from 40-50 cm of length and width with an average thickness not less than 10 cm, over bed 10 cm thick brick jelly lime concrete (in 1:2 Lime mortar using 20 mm down size brick-jelly), stones fixed using 1:2 Lime Mortar including pointing the joints with Lime mortar mixed with suitable colour oxides including cost of materials, labour charges, dressing, curing, etc.,as per the standard specifications and as directed by the engineer in-charge. |
| 13 | Providing and laying Kerb stones over PCC using two line dressed trap stone of size0.40m X 0.50mwith an average thickness of 0.15- 0.20 m in 1:6 Cement Mortar including pointing to the joints, cost of materials, labour charges, conveyance of the material curing, etc., complete all as per specification and direction of engineering in-charge. |
| 14 | Providing and fixing the MS gate at entrance of the ancient well using 50mm X 50mm X 5mm MS angle as outer frame with 12 mm MS Square bars as verticals (placed at 10cm c/c) and horizontals, fixed to the wall using hinges with aldrop and necessary fittings including providing with appropriate paint with primer coat,cost ofmaterials, fabrication, fixing charges, transportation etc. complete all as per the direction of engineer in-charge. |
| 15 | Shifting of debris/ unwanted materials in and around the well and leveling the area by providing proper slope, the debris to be dumped away from the site, including the labour charges, transportation charges etc. complete all as per the direction of engineer in-charge. |
