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Tender For repair, maintenance, and installation of plant/ systems/equipments (version 2) - petroleum refineries; mrpl tender no 3900001792 for annual rate contract for scaffolding erection and dismantling jobs at mrpl refinery as per boq and in gem overall total lump sum rate ..
Tender For bid to ras providing of repair, maintenance, and installation of plant/ systems/equipments (version 2) - industry unit; sl no 1 providing and fixing of scaffolding system on hiring using h-frames / aps system; as per tender document,repair, maintenance, and installation of plant/ systems/equipments (version 2) - industry unit; sl no 2 hire charges for retaining the staging beyond a period of one month time duration; as per tender document
Tender For providing of repair, maintenance, and installation of plant/ systems/equipments (version 2) - industry unit; provision of scaffolding at various locations at rcf thal unit; buyer
Tender For corrigendum : providing of repair, maintenance, and installation of plant/ systems/equipments (version 2) - industry unit; contract for replacement of gasket of manhole cover, scaffolding for internal inspection inside the reactor r1 in urea plant at rcf thal; buyer
Tender For providing of repair, maintenance, and installation of plant/ systems/equipments (version 2) - manufacturing unit; total price including all applicable taxes and duties for biennial rate contract for erection of tubular pipe scaffolding inside furnace and at vario..
Tender For providing of repair, maintenance, and installation of plant/ systems/equipments (version 2) - manufacturing unit; total price including all applicable taxes and duties for erection and dismantling of tubular scaffolding for revamping of cooling tower cells and ot..
Tender For supply of material and complete items of works for under the work of special repair to conservation and restoration of collapsed boundary walls of tomb of diwan saiyed mohammad khan majhera muzaffarnagar - items to be executed, u/s lime, surkhi, coarse sand, brick aggregate 20 mm-25 mm, belgiri, gum, gur, mud, modern bricks 2nd class, kail wood sleeper (3.05x 2.05x0.10 m), r.r. stone, c.r. stone, careful dismantling of roof in random rubble masonry over bhurji in lime concrete, executed manually to preserve adjacent architectural features and reusable stone material. the work shall be carried out under direction of engineer in- charge, ensuring minimal vibration and no damage to adjoining historic fabric., earth work in excavation by mechanical means (hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed,, 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 & 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 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 engineerin- charge. the elevational area of the scaffolding shall be measured for payment purpose. the payment will be made once irrespective of duration of scaffolding., surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m, provision for removal of malba for cleaning the sites including collecting, staking and disposal of the rubbish /malba upto 100 meter lead including all the labour and transportation etc complete. out of the monuments premises and further, filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift, layer by ramming and watering, lead up to 50 and for all