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Tender Value
₹3.8 L
EMD Value
₹7,625
Closing Date
10 Jun 2026, 6:00 pm5d left
The Executive Engineer Civil Tender KTK Circle
Room No 324 3rd Floor CGMT Doorasamparka Bhavana No 1 Swamy Vivekananda Road Bengaluru 560008
Providing necessary support to compound wall with soil embankment and Dry stone pitching at Telephone Exchange Bellare DK dist
2026_BSNL_278945_1
01/NIT/BSNL/CD/MYS/2026-27
Open Tender
Civil Works - Buildings
30 days
BALLARE
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
The Accounts Officer Cash BSNL Mangalore Telecom D
₹7,625
27 May 2026
27 May 2026
12 Jun 2026
29 May 2026
10 Jun 2026
29 May 2026
29 May 2026 - 8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift up to 1.5 m, as directed by Engineer-in-Charge: | ||||||
| 1.01 | All kinds of soil. | 90 | One Square metre | - | - | item2 |
| 2 | Supply and stacking of Fly ash conforming to IRC- 58 at site, including carriage, loading , unloading & stacking up to any lead (measured stacks will be reduced by 20% for payment). | 40 | One Cubic metre | - | - | item3 |
| 3 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in- charge, including compacting each layer by rolling/ ramming and watering , all complete as per drawing and direction of Engineer -in - charge. | 183 | One Cubic metre | - | - | item4 |
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||
| 4.01 | 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 5 | One Cubic metre | - | - | item6 |
| 4.02 | 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | One Cubic metre | - | - | item7 |
| 5Supplying and stacking at site. | ||||||
| 5.01 | Good earth. | 73 | One Cubic metre | - | - | item9 |
| 5.02 | Moorum. | 70 | One Cubic metre | - | - | item10 |
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