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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.8 LAccepted-Finance | ₹16.8 L | 1 | Accepted-Finance below estimate rate |
| 2 | 2₹1.7 CrRejected-Finance | ₹1.7 Cr | 2 | Rejected-Finance above estimate rate |
| Sl No | Description | Qty | Unit | SHRI KANDHAN CONSTRUCTION L2 | Sri Amman Developers L1 |
|---|---|---|---|---|---|
| 1.00 | 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 | 11.52 | cum | 269 ₹3,098.88 | 263 ₹3,029.76 Lowest |
| 2.00 | In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting | 23.04 | cum | 410 ₹9,446.4 | 408 ₹9,400.32 Lowest |
| 3.00 | In DMR not requiring blasting | 23.52 | cum | 346 ₹8,137.92 | 345 ₹8,114.4 Lowest |
| 4.00 | Sand filling for foundation with clear M sand. | 6.91 | cum | 1,738 ₹12,009.58 | 1,736.5 ₹11,999.22 Lowest |
| 5.00 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m & upto 4.50 m depth BGL. | 9.16 | cum | 5,357 ₹49,070.12 | 5,356.5 ₹49,065.54 Lowest |
| 6.00 | 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 | 7.69 | cum | 9,238 ₹71,040.22 | 9,237 ₹71,032.53 Lowest |
| 7.00 | 0m to 1.50m below GL | 1.62 | cum | 9,110 ₹14,758.2 | 9,098 ₹14,738.76 Lowest |
| 8.00 | 0m to 4.50m above GL | 2.98 | cum | 9,280 ₹27,654.4 | 9,239 ₹27,532.22 Lowest |
| 9.00 | 4.50 m to 7.32 m above GL | 2.26 | cum | 9,600 ₹21,696 | 9,517 ₹21,508.42 Lowest |
| 10.00 | 7.32 m to 10.98 m above GL | 2.37 | cum | 9,800 ₹23,226 | 9,795 ₹23,214.15 Lowest |
Tender Value
₹17 L
EMD Value
₹17,000
Closing Date
26 Feb 2026, 3:15 pmClosed
Block Development Officer VP Avinashi
Panchayat Union office Avinashi
Construction of 30000 Litres Capacity OHT Tank 12.00 M Staging at Senthoor Nagar Road HO Kaniyampoondi PK No 01
2026_RDTN_662429_1
01/2026 date 16.02.2026
Open Tender
Civil Works
Item Rate
Avinashi
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹17,000
Yes
PUO Office Avinshi
5 Mar 2026
20 Feb 2026
26 Feb 2026
20 Feb 2026
26 Feb 2026
20 Feb 2026
20 Feb 2026 - 26 Feb 2026
23 Feb 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. | - | 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 | 1 | cum | - | - |
| 10 | 7.32 m to 10.98 m above GL | - | cum | - | - |
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