New Okhla Industrial Development Authority Tender

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New Okhla Industrial Development Authority Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date29 Oct 2024
Closing Date4 Nov 2024
Tender Amount₹ 87,58,882 
Notes
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Costs

Description

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BOQ Items

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P/F 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 center, horizontal & vertical tubes jointing with cup & lock system with M.S.tube challies, M.S clamps and M.S. staircess system in the scaffolding for working plateform etc. and maintaining it in a servicable condition for the required duration as approived and removing it there after. The scaffolding system shall be stiffende with bracings, runners, connection with the building etc wherever required for inspection of the work required locations with essention safety features for the workmen etc. complete as per directions and approval of E/I. The evevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding.

19782

178

3538010.7

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Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

669

542

363233.55

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P/L chemseal of equivalent injection water proofing (post construction) treatment to the under ground structure as per direction of the architect Engineer in charge i/c cost of all labour & materials. The injection method will include under mentioned operations.

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a) Operation I : Holes about 20 to 25 mm in and 25 to 40 mm deep are to be made & about 1.0 to 1.5 M apart in the entire floor and walls in addition all the constructions joints are opened by making grooves as to reach reinforcement are then fixed in these holes.

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b) Operation II: After left the nozzle to set for about 24 hours chemseal cement slurry is injected through those nozzel under pressure or by gravity which runs through minute and cracks in the entire structure.

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c) Operation III: The nozzel are then removed and 40 mm thich chemseal cement plaster with stone agg. Embedded is laid at the bottom.

713.5

1155

824092.5



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