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Corrigendum External Inspect, Begusarai - Tender Details
Explore tender information for Corrigendum External Inspect in Begusarai, including eligibility, deadlines, and bid specifics.
Indian Oil Corporation Limited
Begusarai, Bihar, India
NTID 38889018
Opening Date : Fri 7th February, 2025- Closing Date : Thu 6th February, 2025
- ₹ 0.00
- NTID 38889018
Corrigendum : External Inspection And Painting Of Transmix Tank (500 Kl) At Erpl Jasidih
Key Values: Document Cost: 0.00 | EMD: 0.00 | Estimated Cost: 0.00
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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BOQ Items Total Items : 8 | Total Qty : 1805
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Ultrasonic thickness testing of transmix tanks on daily basis (8hrs/day) | 4.00 | DAY |
| 2 | STEEL SCAFFOLDING (MATERIALS IN CONTRACTOR'S SCOPE) The job includes supply of all scaffolding materials, transportation to work site, erection of scaffolding at site covering the areas specified as per ISMS-1007 safety standards and dismantling scaffolding after completion of job and taking away the scaffolding material including supply of all tools, tackles, consumables, labours and contractor's supervision as directed by the Engineer-in-Charge. Note: 1. For measurement in SQM: 2 (length + width) X height area covered by the scaffolding is to be taken. 2. Scaffolding measurement to be done by breaking the height into parts as per height slab mentioned below and adopting respective rates against mentioned height slabs. Up to 6m height | 250.00 | SQM |
| 3 | STEEL SCAFFOLDING (MATERIALS IN CONTRACTOR'S SCOPE) Above 6m up to 10m height The job includes supply of all scaffolding materials, transportation to work site, erection of scaffolding at site covering the areas specified as per ISMS-1007 safety standards and dismantling scaffolding after completion of job and taking away the scaffolding material including supply of all tools, tackles, consumables, labours and contractor's supervision as directed by the Engineer-in-Charge. Note: 1. For measurement in SQM: 2 (length + width) X height area covered by the scaffolding is to be taken. 2. Scaffolding measurement to be done by breaking the height into parts as per height slab mentioned below and adopting respective rates against mentioned height slabs. | 150.00 | SQM |
| 4 | <H><U>SURFACE PREPARATION OF TANK ROOF</></> Surface preparation using hand tool cleaning using non sparking tools and solvent cleaning including removal of oil, grease and other contaminants removal of loose or defective paint, rust from the metallic surfaces, by hand chipping, scrapping, hand brushing, using chipping hammers, hand scrappers/chisels, coire brushes, sand paper, steel wools etc. and final cleaning with high pressure (@ 3000 psi and more), low TDS soft water jet and drying with compressed air , with clean brushes/rags, providing all labours, tools & tackles, arrangement for working at heights to complete the work in all respect as per the specifications, and directions of EIC / Site Engineer. The Prepared surface shall conform to ST. 2. Holes and pits during the course of surface preparation on the roof must be plugged by owner supplied metal putty to mould the pits in perfect match with the flat surface of top deck plates prior to application of primer strip coat . The fine nylon wire mesh shall be provided by contractor for plugging holes with metal putty. | 100.00 | SQM |
| 5 | <H><U>SURFACE PREPARATION OF TANK SHELL</></> Surface preparation using hand tool cleaning using non sparking tools and solvent cleaning including removal of oil, grease and other contaminants removal of loose or defective paint, rust from the metallic surfaces, by hand chipping, scrapping, hand brushing, using chipping hammers, hand scrappers/chisels, coire brushes, sand paper, steel wools etc. and final cleaning with high pressure (@ 3000 psi and more), low TDS soft water jet and drying with compressed air , with clean brushes/rags, providing all labours, tools & tackles, arrangement for working at heights to complete the work in all respect as per the specifications, and directions of EIC / Site Engineer. The Prepared surface shall conform to ST. 2. Holes and pits during the course of surface preparation on the roof must be plugged by owner supplied metal putty to mould the pits in perfect match with the flat surface of top deck plates prior to application of primer strip coat . The fine nylon wire mesh shall be provided by contractor for plugging holes with metal putty. | 550.00 | SQM |
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