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NTID 42886754
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💬 Talk to Our Bidding ExpertSpecial Repair Of Pedestrian P in Bilaspur (HP) - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Special Repair Of Pedestrian P" in Bilaspur (HP), India.
Shree Naina Devi Ji Temple Trust
Bilaspur (HP), Himachal Pradesh, India
NTID 42886754
- Opening Date : Mon 1st December, 2025
- Closing Date : Fri 28th November, 2025
- ₹ 158876.00
- NTID 42886754
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
BOQ Items Total Items : 4 | Total Qty : 207.42
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Dismentaling tile work in floors and roofs laid in cement mortar including stacking material within all lead & lifts ,complete in all respect as per the direction of Engineer-in-charge. (A) For thickness of tiles 10 mm to 25 mm. | 89.75 | Sqm |
| 2 | Providing and laying 40mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1cement : 5coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. within all leads and lifts, complete in all respect as per the direction of Engineer-in-charge. (A) Red Sand Stone 40 mm thick. Cement Mortar 1:5 (1 Cement : 5 coarse sand) | 89.75 | Sqm |
| 3 | Providing and laying Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cemment : 4 coarse sand) within all lead & lifts, complete in all respect as per direction of Engineer-in-charge. (A)25mm thick | 19.21 | Sqm |
| 4 | Cement concrete 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size)complete in all respects within all leads and lifts as per the direction and best satisfaction of Engineer in charge. | 8.71 | Cum |
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