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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-AOC | ₹9.9 L | L1 | Accepted-AOC L1 Accepted |
| 2 | L2₹10.1 L+₹11,838.19 (1.19%)Rejected-Finance | ₹10.1 L+₹11,838.19 (1.19%) | L2 | Rejected-Finance L2 |
| 3 | L3₹10.9 L+₹90,420.23 (9.09%)Rejected-Finance | ₹10.9 L+₹90,420.23 (9.09%) | L3 | Rejected-Finance L3 |
| 4 | L4₹11.1 L+₹1.2 L (11.9%)Rejected-Finance | ₹11.1 L+₹1.2 L (11.9%) | L4 | Rejected-Finance L4 |
| 5 | L5₹11.2 L+₹1.2 L (12.4%)Rejected-Finance 16 5 KUMARASAMY STREET KALAIMAGAL SCHOOL ROAD ERODE | ₹11.2 L+₹1.2 L (12.4%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | KARVEMBU AND COMPANY L6 | P.Ragupathy & Co L7 | vivek vijay and company L5 | AMARAPATHI CONSTRUCTIONS L3 | T P R CONSTRUCTION L8 | SRI PARIYUR AMMAN CONSTRUCTION AND HOLLOW BRICKS L4 | KAVYA DARSHANA CONSTRUCTIONS L1 | SRD CONTRACTORS L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Name of Work : CONSTRUCTION OF 10,000 LITRES CAPACITY SERVICE RESERVOIR - 7.50 m STAGING HEIGHT and EPL At MAJESTIC CITY H/O SULLIPALAYAM 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 | 12.96 | Cum | 237 ₹3,071.52 | 250 ₹3,240 | 270 ₹3,499.2 | 231.6 ₹3,001.54 | 263.78 ₹3,418.59 | 235 ₹3,045.6 | 220 ₹2,851.2 | 214.9 ₹2,785.1 Lowest |
| 4.00 | In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting | 14.26 | Cum | 354 ₹5,048.04 | 370 ₹5,276.2 | 500 ₹7,130 | 344.95 ₹4,918.99 | 276.2 ₹3,938.61 Lowest | 350 ₹4,991 | 350 ₹4,991 | 320.2 ₹4,566.05 |
| 5.00 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. | 1.94 | Cum | 4,965 ₹9,632.1 | 330 ₹640.2 Lowest | 5,500 ₹10,670 | 4,805.85 ₹9,323.35 | 5,754.98 ₹11,164.66 | 5,000 ₹9,700 | 5,200 ₹10,088 | 4,461 ₹8,654.34 |
| 6.00RCC 1:1 1/2: 3 using 20mm HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, finishing, curing etc. | |||||||||||
| 7.00 | Column footing below 1.50 m from GL | 2.35 | Cum | 8,224 ₹19,326.4 | 8,650 ₹20,327.5 | 7,500 ₹17,625 Lowest | 8,082.18 ₹18,993.12 | 9,645.4 ₹22,666.69 | 8,300 ₹19,505 | 9,000 ₹21,150 | 7,502.2 ₹17,630.17 |
| 8.00 | 0 to 1.50 m below GL | 1.12 | Cum | 8,099 ₹9,070.88 | 8,550 ₹9,576 | 8,000 ₹8,960 | 7,979.66 ₹8,937.22 | 9,506.63 ₹10,647.43 | 8,100 ₹9,072 | 8,500 ₹9,520 | 7,389.1 ₹8,275.79 Lowest |
| 9.00 | 0 to 4.50 m from GL | 2.2 | Cum | 8,224 ₹18,092.8 | 8,700 ₹19,140 | 8,000 ₹17,600 | 8,084.21 ₹17,785.26 | 9,647.7 ₹21,224.94 | 8,200 ₹18,040 | 8,500 ₹18,700 | 7,504.1 ₹16,509.02 Lowest |
| 10.00 | 4.50 m to 7.00 m. from GL | 2.32 | Cum | 8,476 ₹19,664.32 | 9,000 ₹20,880 | 8,500 ₹19,720 | 8,328.2 ₹19,321.42 | 9,925.59 ₹23,027.37 | 8,500 ₹19,720 | 8,900 ₹20,648 | 7,730.6 ₹17,934.99 Lowest |
Tender Value
₹12.5 L
EMD Value
₹12,500
Closing Date
18 Jun 2026, 3:00 pmClosed
BDO VP
BDO VP
CONSTRUCTION OF 10000 LITRES CAPACITY SERVICE RESERVOIR 7 50 m STAGING HEIGHT and EPL At MAJESTIC CITY H/O SULLIPALAYAM PANCHAYAT IN PERUNDURAI UNION of Erode District under ATHIKADAVU AVINASHI THITTAM CESR FUND 2025 26
2026_RDTN_680228_1
105/2024/B3
Open Tender
Civil Works
Item Rate
180 days
Perundurai Block
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹12,500
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 10,000 LITRES CAPACITY SERVICE RESERVOIR - 7.50 m STAGING HEIGHT and EPL At MAJESTIC CITY H/O SULLIPALAYAM 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 | 12.96 | Cum | - | - |
| 4 | In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting | 14.26 | Cum | - | - |
| 5 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. | - | Cum | - | - |
| 6 | RCC 1:1 1/2: 3 using 20mm HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, finishing, curing etc. | - | - | - | - |
| 7 | Column footing below 1.50 m from GL | 2.35 | Cum | - | - |
| 8 | 0 to 1.50 m below GL | - | Cum | - | - |
| 9 | 0 to 4.50 m from GL | - | Cum | - | - |
| 10 | 4.50 m to 7.00 m. from GL | 1 | Cum | - | - |
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