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NTID 46305850
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💬 Talk to Our Bidding ExpertChottanikkara Temple - Replaci in Ernakulam - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Chottanikkara Temple - Replaci" in Ernakulam, India.
- Opening Date : Wed 16th September, 2026
- Closing Date : Fri 11th September, 2026
- ₹ 1320790.00
- NTID 46305850
Key Values: Document Cost: 2950.00 | EMD: 33100.00 | Estimated Cost: 1320790.00
Tender Description
Chottanikkara Temple - Replacing A.c Sheet With G.i Sheet For Melkkavu West Nadapanthal And Keezhkkavu South Nadapanthal
Documents
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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
Costs
-
EMD
33100.00 -
Document Cost
2950.00 -
Estimated Cost
1320790.00
BOQ Items Total Items : 15 | Total Qty : 3347.28
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :Asbestos cement Sheet | 821 | sqm |
| 2 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 821 | sqm |
| 3 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight 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. staricase 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 location 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. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done | 906 | sqm |
| 4 | Labour charges for removing rust from steel and miscellaneous works such as shifting, cleaning and removing the debris etc complete. | 8 | each |
| 5 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 361.28 | kg |
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