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NTID 43130179
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💬 Talk to Our Bidding ExpertRestoration Of Indroda Fort Un in Gandhinagar - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Restoration Of Indroda Fort Un" in Gandhinagar, India.
Gandhinagar Municipal Corporation
Gandhinagar, Gujarat, India
NTID 43130179
- Opening Date : Refer Documents
- Closing Date : Wed 24th December, 2025
- ₹ 116074479.00
- NTID 43130179
Key Values: Document Cost: 21240.00 | EMD: 1161000.00 | Estimated Cost: 116074479.00
Tender Description
Restoration Of Indroda Fort Under Gmc Area, Gandhinagar
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
1161000.00 -
Document Cost
21240.00 -
Estimated Cost
116074479.00
BOQ Items Total Items : 49 | Total Qty : 79637.163
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven storey height made with 40 mm dia. M.S. tube 1.5 m center to center, 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 platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. 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 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. | 13213.240 | Sq.M |
| 2 | Propping and supporting the structural elements and its adjoining areas with tubular steel props (adjustable or as required), bracings, steel runners etc. to relieve the structural member of the required load coming over it as per the pattern given by the contractor - Providing and fixing of tubular Steel prop of up to 4 MT capacity and up to 3.2 m heights as per directions of Engineer In Charge | 200.000 | Each |
| 3 | Propping and supporting the structural elements and its adjoining areas with tubular steel props (adjustable or as required), bracings, steel and wooden runners etc. to relieve the structural member of the required load coming over it as per the pattern given by the contractor - Providing and fixing of adjustable span ESO+SI (2.35-3.40) as per directions of Engineer In charge | 100.000 | Each |
| 4 | Demolition of Brick work and stone masonry by manually / mechanical means done in lime/ cement mortar including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift mortar. | 610.000 | Cu.M |
| 5 | Manually removal of vegetation (major trees, climbing plants, creepers) from roof slab, roof vault, walls, columns, arches, floor etc in a skilled and careful manner, using appropriate tools and means and without causing any damage to the adjoining parts, including carrying and stacking the dismantled materials including lift/lower upto roof vault, minatates, terrace etc, as directed by the engineer or architect in charge. The exposed surfaces will be coated with a paste made from ammonium sulphamate crystals or with "Tree killer" available in market. In this condition the root system may be left to absorb and die. Large sections of dead wood must not be left within the core. As they decay they will remove support and create voids and weaknesses in the wall. Pull off a wellestablished mat of vegetation must be resisted. | 100.000 | Each |
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