Tender For Rejuvenation Of Sheesh Mahal, Farrukhnagar In Gurugram District

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Rejuvenation Of Sheesh Mahal, Farrukhnagar In Gurugram District --- 1 [30.93]Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube Challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .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 etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. [Through Rate] 2 Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking including disposal of all rubbish with all leads and lifts. 3 Technical/scientific excavation to be done manually by way of carefully digging inside the heritage structure. It also includes to avoid any damage to the heritage structure or structure underneath, without causing any vibrations and jerks to the superstructure. It also includes duly constructing centring, struting and form work to avoid any untoward incident and getting out the excavated material manually head lead approx. 50 mtr away from site. 4 Stone consolidation-removing the loose/damaged stone and reconsolidating with new stone/reusable stone with lime mortar 1:1:1 (1 Lime: 1 Surkhi 1: Coarse sand ) wherever necessary. 5 Consolidating the base area including cutting and filling, rammimg and watering complete to make the surface good for laying of concrete including appropriate slope required to safeguard the surface from rain water. 6 Providing and laying lime concrete with graded brick bats and 50% lime mortar 1:1:1 (1 Slaked lime : 1 Surkhi : 1 Coarse sand) rammed and finished with gur and belgiri treatment excluding cost of centring and shuttering.(Thickness 100 mm) 7 Hiring of water tanker (4500 ltrs) during excution of work. Since the water is salty at site and its not useful for lime mortar work. 8 Applying breathable, non-reactive, antifungal, and water repellant Silane/ Siloxane chemical as approved by Archaeological Survey of India/ Engineerin- charge, of approved brand and manufacture, diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing sand stone masonry/plastered wall surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-In-charge (The rate is inclusive of all materials and labours involved except scaffolding). 9 Provision for hiring (for 6 months) of special type of lime mortar mill (pan type) electrical/mechnical for thorough grinding and mixing of lime mortar and making lime putty as per site requirement including diesel and maintenance. 10 Curing of Lime concrete/Lime plaster surfacewith water mixed with milk of lime, pulp of belgiri and jaggery water (Gur/sheera) to achive the required hardness. 11 Lime punning with lime putty mixed with Gur,Bilgri,Urd and other ingredients followed by grinding to fine paste for smooth finish.../. 12 Reconsolidation of Brick Masonry:Traditional brick masonry in lakhori bricks in lime mortar (similar to existing propotion of mortar 1:1:1 , 1 lime : 1 surkhi : sand ) 13 Stone slab 20 to 25 mm thick (colour matching to existing and compatible to heritage ) over 20 mm (average) thick base laid over and jointed with lime slurry mixed with pigment to match the shade of the slab,(laid on roof) including rubbing and polishing complete with base of lime mortar 1:1:1 (1 lime :1surkhi:1 coarse sand). 14 Cleareance of debris around and adjoining the heritage building by excavion upto depth 1.5mt to 2.0 mtrcarefully without damaging the buried archaeological parts of the building and collect all the intct parts atproper place for reuse at the time of restoration work as per direction of engineer in charge. 15 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of lime mortar 1:1:1 (1 lime: 1surkhi:1coarse sand) with joints finished flush. 16 Restoration of missing portion/patch repair with underpinning method by using bond stone techinque.Random rubble masonry with hard stones in foundation and plinth including levelling with lime concete (1lime:3surkhi:6 coarse sand) with 20mm stone aggregate upto plinth level with lime mortar 1:1:1 (1Lime:1Surkhi:1Coarse sand). 17 30-40mm lime plaster in two coats with 20mm base coat in lime mortar 1:1:1 (1 lime : 1 Surkhi :1 Coarse Sand)and top coat in lime mortar 1:1:1 (1 lime : 1 Surkhi :1 Fine Sand). 18 Construction of tanks of different sizes for slaking of lime and making lime putty as per archaelogical specification.Brick Work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 ( 1 cement : 4 coarse sand) 19 Providing, erecting, maintaining and removing temporary protective screens made out of specifiedfabric with all necessary fixing arrangement to ensure that it remains in position for the work duration asrequired by the Engineer-in-charge. 20 Providing and fixing stone jali 40 mm thick throughtout in lime mortar of 1:1:1 (1 lime: 1 surkhi:1coarse sand),including pointing in lime mortar 1: 2 ( 1 Lime : 2 Stone dust) with an admixture of pigment, matching the stoneshade, jali slab without any chamfared etc. 21 Repairing ornamental plaster works to match with the existing design using lime plaster (1lime putty:1surkhi : 1 fine sand) 22 Brick flooring with bricks of class designation 7.5 on a bed of 12mm lime mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 1:1:1 (1 lime : 1 surkhi : 1 coarse sand) 23 Providing and fixing stone brackets ( as per matching with existing design colour and material )55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long and dowel bars 7.5 cm long 6 mm dia as per design. 24 Providing and fixing horizontal chajja of stone average 40 mm thick ( as per existing design and material ) and upto 80 cm wide projection in lime mortar 1:1:1 (1 Lime: 1 Slaked Lime 1: Coarse sand) including pointing in lime mortar 1:1:1 (1 Lime: 1 Slaked Lime 1: Coarse sand)with an admixture of pigment matching the stone shade. 25 Stucco work in lime, surkhi and sand (1:1:1) as per traditional practices and design, the mortar should be prepared by grinding mill only. The thickness varies from 10mm to 100mm as per design. 26 Replacing decayed/damaged and missing, red/white sand stone slabs in roofing and laid in lime mortar 1:1:1 (1 Slaked lime : 1 Surkhi : 1 Coarse sand) 27 Providing and fixing Marble/stone matching with existing gang saw cut (polished and machine cut) of avg thickness 18 mm or as per existing for wall lining (veener work), backing filled with a grout of average 20 mm thick in lime mortar of 1:1:1 (1 lime: 1 surkhi:1coarse sand), including pointing with lime mortar 1:2 ( 1 Lime: 2 marble dust) with an admixture of pigment to match the marble shade ( to be secured to the backing by means of cramps, which shall be paid for separately) 28 Renewing wooden beams in roofs including making good the holes in walls and painting with oil type wood preservative of approved brand and manufacture complete, including removal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge: In Sal wood or equivalent.