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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.7 LAccepted-AOC | ₹19.7 L | L1 | Accepted-AOC L1 Accepted |
| 2 | L2₹21.8 L+₹2.0 L (10.4%)Rejected-Finance 16 5 KUMARASAMY STREET KALAIMAGAL SCHOOL ROAD ERODE | ₹21.8 L+₹2.0 L (10.4%) | L2 | Rejected-Finance L2 |
| 3 | L3₹22.0 L+₹2.2 L (11.3%)Rejected-Finance | ₹22.0 L+₹2.2 L (11.3%) | L3 | Rejected-Finance L3 |
| 4 | L4₹22.0 L+₹2.2 L (11.4%)Rejected-Finance 44 ERODE ROAD MUTHUR 638 105 | TIRUPPUR | TAMIL NADU | 638105 | ₹22.0 L+₹2.2 L (11.4%) | L4 | Rejected-Finance L4 |
| 5 | L5₹22.3 L+₹2.6 L (13.0%)Rejected-Finance | ₹22.3 L+₹2.6 L (13.0%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | KARVEMBU AND COMPANY L4 | vivek vijay and company L2 | P.Ragupathy & Co L6 | SRI PARIYUR AMMAN CONSTRUCTION AND HOLLOW BRICKS L5 | SRD CONTRACTORS L1 | shree krishnaa & co L7 | S R CONDRACT PROP S S RAJU L8 | AMARAPATHI CONSTRUCTIONS L3 | D.T.K.INFRA PROJECTS L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Name of Work : CONSTRUCTION OF 60,000 LITRES CAPACITY SERVICE RESERVOIR - 12 m STAGING HEIGHT At Chinnaveerasangili H/O Chinnaveerasangili PANCHAYAT IN Perundurai UNION | ||||||||||||
| 2.00Earth work excavation below G.L. and depositing on bank within an initial lead of 10 m and an initial lift of 2 m for the following classification . | ||||||||||||
| 3.00 | In hard stiff clay, stiff black cotton soil, hard red earth, sales, soil S.S. 20B | 29.71 | Cum | 200 ₹5,942 Lowest | 270 ₹8,021.7 | 250 ₹7,427.5 | 230 ₹6,833.3 | 211 ₹6,268.81 | 263.78 ₹7,836.9 | 260.5 ₹7,739.46 | 235.82 ₹7,006.21 | 270 ₹8,021.7 |
| 4.00 | In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting | 14.58 | Cum | 354 ₹5,161.32 | 450 ₹6,561 | 370 ₹5,394.6 | 350 ₹5,103 | 314.3 ₹4,582.49 | 276.2 ₹4,027 Lowest | 390 ₹5,686.2 | 351.23 ₹5,120.93 | 405 ₹5,904.9 |
| 5.00 | In DMR blasting | 11.52 | Cum | 860 ₹9,907.2 | 750 ₹8,640 | 900 ₹10,368 | 850 ₹9,792 | 562 ₹6,474.24 | 276.2 ₹3,181.82 Lowest | 952 ₹10,967.04 | 854.74 ₹9,846.6 | 1,050 ₹12,096 |
| 6.00Second depth of 2m -3m | ||||||||||||
| 7.00 | In DMR not requiring blasting | 10.21 | Cum | 621 ₹6,340.41 | 1,000 ₹10,210 | 650 ₹6,636.5 | 590 ₹6,023.9 | 562 ₹5,738.02 | 276.2 ₹2,820 Lowest | 685 ₹6,993.85 | 616.93 ₹6,298.86 | 700 ₹7,147 |
| 8.00Sand filling | ||||||||||||
| 9.00 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with Standard specification. | 2.92 | Cum | 1,659 ₹4,844.28 | 2,000 ₹5,840 | 1,750 ₹5,110 | 1,650 ₹4,818 | 1,370.8 ₹4,002.74 Lowest | 1,759.05 ₹5,136.43 | 1,832 ₹5,349.44 | 1,642.95 ₹4,797.41 | 1,850 ₹5,402 |
| 10.00 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. | 4.37 | Cum | 5,073 ₹22,169.01 | 5,500 ₹24,035 | 5,300 ₹23,161 | 5,100 ₹22,287 | 4,381.8 ₹19,148.47 Lowest | 5,754.98 ₹25,149.26 | 5,631 ₹24,607.47 | 5,039.2 ₹22,021.3 | 5,700 ₹24,909 |
Tender Value
₹25 L
EMD Value
₹25,000
Closing Date
18 Jun 2026, 3:00 pmClosed
BDO VP
BDO VP
CONSTRUCTION OF 60000 LITRES CAPACITY SERVICE RESERVOIR 12 m STAGING HEIGHT At Chinnaveerasangili H/O Chinnaveerasangili PANCHAYAT IN Perundurai UNION of Erode District under ATHIKADAVU AVINASHI THITTAM CESR FUND 2025 26
2026_RDTN_680218_1
105/2024/B3
Open Tender
Civil Works
Item Rate
180 days
Perundurai Block
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹25,000
22 Jul 2026
10 Jun 2026
18 Jun 2026
10 Jun 2026
18 Jun 2026
10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Name of Work : CONSTRUCTION OF 60,000 LITRES CAPACITY SERVICE RESERVOIR - 12 m STAGING HEIGHT At Chinnaveerasangili H/O Chinnaveerasangili PANCHAYAT IN Perundurai UNION | - | - | - | - |
| 2 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10 m and an initial lift of 2 m for the following classification . | - | - | - | - |
| 3 | In hard stiff clay, stiff black cotton soil, hard red earth, sales, soil S.S. 20B | 29.71 | Cum | - | - |
| 4 | In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting | 14.58 | Cum | - | - |
| 5 | In DMR blasting | 1 | Cum | - | - |
| 6 | Second depth of 2m -3m | - | - | - | - |
| 7 | In DMR not requiring blasting | - | Cum | - | - |
| 8 | Sand filling | - | - | - | - |
| 9 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with Standard specification. | - | Cum | - | - |
| 10 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. | - | Cum | - | - |
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