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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Document Submitted |
| 2 | Accepted-Technical | Accepted-Technical Document Submitted |
| 3 | Accepted-Technical | Accepted-Technical Document Submitted |
| 4 | Accepted-Technical SF NO 348 5 TIRUPUR TO UDUMALAI ROAD GUDIMANGALAM | TIRUPPUR | TAMIL NADU | 638051 | Accepted-Technical Document Submitted |
| 5 | Accepted-Technical | Accepted-Technical Document Submitted |
Tender Value
₹17.5 L
EMD Value
₹17,500
Closing Date
12 Aug 2026, 3:00 pmClosed
BDO (VP)
pancahyat Union Office ,Avinashi
construction of 30000 liters capacity OHT Tank 12.00 M Staging at Karaiyapalayam Maarangkadu New houseing Area H/O Nambiyampalayam
2026_RDTN_689100_1
12/2026
Open Tender
Civil Works
Item Wise
avinashi
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹17,500
Yes
union office,Avinashi
2 Sept 2026
28 Jul 2026
12 Aug 2026
28 Jul 2026
12 Aug 2026
29 Jul 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation in all soils such as red earth ,hard stiff clay soil, stiff black cotton soil, hard redearth,shales, murrams, gravel,hard rock not requiring blasting ete complete.,SS 20 B In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S. 20B | 1 | cum | - | - |
| 2 | In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting | 1 | cum | - | - |
| 3 | In DMR not requiring blasting | 1 | cum | - | - |
| 4 | Sand filling for foundation with clear M sand. | 1 | cum | - | - |
| 5 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m & upto 4.50 m depth BGL. | - | cum | - | - |
| 6 | R.Cement concrete 1:11/2:3 mix using 20 mmHBGS metal inculding cost and coveyance of all materials to site including labour for mixing ,laying,curing etc complete., Below 1.5m & upto 4.50 m BGL | - | cum | - | - |
| 7 | 0m to 1.50m below GL | - | cum | - | - |
| 8 | 0m to 4.50m above GL | - | cum | - | - |
| 9 | 4.50 m to 7.32 m above GL | - | cum | - | - |
| 10 | 7.32 m to 10.98 m above GL | 1 | cum | - | - |
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tech_eval.pdf
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