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Inquiry NowCorrigendum External Repair , Visakhapatnam - Tender Details
Explore tender information for Corrigendum External Repair in Visakhapatnam, including eligibility, deadlines, and bid specifics.
Hindustan Shipyard Limited
Visakhapatnam, Andhra Pradesh, India
NTID 38907373
- Opening Date : Fri 24th January, 2025
- Closing Date : Thu 23rd January, 2025
- ₹ 0.00
- NTID 38907373
Corrigendum : External Repair Works To East Surface Of Contractor’s Dining Hall And Renovation
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BOQ Items Total Items : 22 | Total Qty : 4135
# | Item | Quantity | Units |
---|---|---|---|
1 | Chip unsound/weak concrete material from slabs, beams, columns of thickness varies 25mm to 75mm with standard power driven percusision type or pneumatic chiesel of standard make as directed by engineer incharge including tappering all edges, making square shoulders of cavities etc., complete and disposal of debris outside HSL Premises and all lifts and all as specified and directed by engineer including necessary scaffolding etc., | 200.00 | Sq.M |
2 | Clean the Rust, over and behind a reinforcement bars upto 25mm dia by manual methods hammering the rebar, using wire brush, chesieling to form a totally rust free finishing surface throughout length of bars complete all as directed including necessary scaffolding etc., | 700.00 | RM |
3 | Supply and apply the NitoZinc primer of fosroc make to the existing prepared surface of reinforcing bars to protect from corrosion complete all as directed. | 700.00 | RM |
4 | Providing 15 mm thick plaster with CM (1:4) to walls at all heights and ceilings, beams, Stair-case, lintel soffits, chajjas, projections, narrow bands and widths etc., including cost of all materials, tools, plant and labour, scaffolding arrangements and curing all as per specifications and directions of the engineer. | 500.00 | Sq.M |
5 | Provide and place in position micro concrete (M-40) which shall be cement based prepacked component such as Rendrock - RG of fosroc make or equivalent mixed with 6mm size coarse aggregate in specified percentage by weight subjecting to the maximum of 50% as dtrected by the engineer incharge including mixing with suitable and approved mixing machine, pumping of concrete under pressure where ever required to ensure that the concrete laid for encasement is dense, properly compacted, free from honey combs, and necessary scafolding as directed by the engineer in charge. | 1.00 | Cu.M |
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