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NTID 43704160
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Inquiry NowGrouting Polishing Pointing in Mumbai - Complete Tender Details
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Military Engineer Services
Mumbai, Maharashtra, India
NTID 43704160
- Opening Date : Mon 16th February, 2026
- Closing Date : Sat 14th February, 2026
- ₹ 4999000.00
- NTID 43704160
Tender Description
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
99980.00 -
Document Cost
500.00 -
Estimated Cost
4999000.00
BOQ Items Total Items : 24 | Total Qty : 27766
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | M&L for cleaning stone masonary walls of heritage building with wire brushing (bush) fixed with electrical grinder/buffing machine and make the surface clean upto satisfactory level including taking down of plants with roots (any kind) complete all as directed by Engr-in-charge. Note :- (i) The work will be carried out in heritage buildings upto ht of 30mtrs from ground level therefore contractor is deemed to visit site prior quoting of tender. (ii) All the safety arrangements like scaffolding, mechanical cranes, tools, safety harness etc should be catered in quoted rates as the work will be carried out in ceiling which height is upto 7-10mtr from floor and the building ht is upto 30mtrs from GL. | 2000.00 | Sqm |
| 2 | M&L for gently cleaning the buffing surface of stone masonry walls with high pressure nozzles with controlled water misting and pH-balanced mild surfactants as specified for surface and joint areas to remove surfaces dirt/grit,algae, and other foreign deposits without damaging the natural texture, finish, or integrity of the stone complete all as specified and directed by Engr-in-charge. | 2000.00 | Sqm |
| 3 | M&L for Grouting/injecting in stone masonry wall joints with cement based epoxy grouts mixed with chemical based materials(as directed by Engr-in-charge) of high strength for specific applications to improve structure stability of loose or deteriorated stone and mortar joints. The execution shall be carried out as per the following procedure and all as specified and directed by the Engineer-in-Charge:- (i) Before application, clean and prepare the masonry joints by removing all loose material, dust, debris, and deteriorated mortar. (ii) Grouting area will be sealed properply with necessary chemicals or epoxy polymers (as directed by Engr-in-charge) to reducing water infiltrations and potential damages. (iii) Drill the particular area as directed and insert the silicone nozzoles(make/dia and length will be as directed by Engr-in-charge) upto required depth as per site requirement. (iv) Mix epoxy grout with hardener/resin/adhesive chemicals according to specifications as directed by Engr-in-charge to ensure suitable consistency and inject grout into joints, using low pressure method to avoid damage and allow grout to cure, following manufacturer instructions or directed by Engr-in-charge. (v) After application fill the joints properly with leakage proof gout and done pointing accordinly as existing. | 2336.00 | Each |
| 4 | M&L for applying water resistance and High shine stone polish of make approved by Engr-in-charge on stone masonry walls surfaces of buildings with help of clean soft cloth and allow to dry and after that buffing the applied area with cotton/wool etc pads attached with buffing machine complete all as specified and directed by Engr-in-charge. | 2000.00 | Sqm |
| 5 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for and removing debris out side MD land. Note: The place of disposal shall be find out by the contractor. | 5.00 | Cum |
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