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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.0 LAccepted-Finance | ₹17.0 L | L1 | Accepted-Finance Lowest amount quoted |
| 2 | L2₹17.4 LRejected-Finance | ₹17.4 L | L2 | Rejected-Finance Highest amount quoted |
| 3 | L3₹17.6 LRejected-Finance | ₹17.6 L | L3 | Rejected-Finance Highest amount quoted |
| Sl No | Description | Qty | Unit | MR.R.GNANAPRAKASH CONTRACTOR L2 | MR.ANTONY, CONTRACTOR L1 | Mr. G. Rajaiah, Contractor L3 |
|---|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF 60000 LITRES CAPACITY SERVICE RESERVOIR 12.00M STAGING HEIGHT Therku Seliyanalur at Seliyanalur Panchayat Manur Panchayat Union | ||||||
| 2.00 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- SS 20B | 68.56 | m³ | 60 ₹4,113.6 Lowest | 60 ₹4,113.6 Lowest | 260.7 ₹17,873.59 |
| 3.00 | 2nd Depth for Foundation | 11.77 | m³ | 276.2 ₹3,250.87 | 276.2 ₹3,250.87 | 276.19 ₹3,250.76 Lowest |
| 4.00 | Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 3.36 | m³ | 1,787 ₹6,004.32 Lowest | 1,787 ₹6,004.32 Lowest | 1,787.3 ₹6,005.33 |
| 5.00 | Cement Concrete 1:4:8 0 (one cement, four sand and eight course aggregate jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means | 5.05 | m³ | 4,600 ₹23,230 Lowest | 4,600 ₹23,230 Lowest | 5,495.6 ₹27,752.78 |
| 6.00 | Providing and laying in position, Standardised Concrete Mix M-3O Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum
below 1.50m to 4.50m depth from G.L | 12.23 | m³ | 7,200 ₹88,056 Lowest | 7,200 ₹88,056 Lowest | 8,851.6 ₹1,08,255.07 |
| 7.00 | Below G.L upto 1.50m depth | 2.33 | m³ | 8,000 ₹18,640 Lowest | 8,000 ₹18,640 Lowest | 8,852.8 ₹20,627.02 |
| 8.00 | Above G.L upto 4.50m height | 3.8 | m³ | 9,275 ₹35,245 | 9,275 ₹35,245 | 8,993.91 ₹34,176.86 Lowest |
| 9.00 | 4.50m to 7.32m from G.L | 2.97 | m³ | 9,100 ₹27,027 Lowest | 9,100 ₹27,027 Lowest | 9,271.6 ₹27,536.65 |
| 10.00 | 7.32m to 10.98m from G.L | 3.38 | m³ | 9,549 ₹32,275.62 Lowest | 9,549 ₹32,275.62 Lowest | 9,549.7 ₹32,277.99 |
Tender Value
₹22.6 L
EMD Value
₹22,650
Closing Date
24 Jun 2026, 1:00 pmClosed
The President, Seliyanallur panchayat
The Panchayat Office, Seliyanallur Panchayat
CONSTRUCTION OF 60000 LITRES CAPACITY SERVICE RESERVOIR 12.00M STAGING HEIGHT Therku Seliyanalur at Seliyanalur Panchayat Manur Panchayat Union in Tirunelveli District
2026_RDTN_679891_1
Seliyanallur 03/2025-26
Open Tender
Civil Works
Fixed Rate Contract
The Panchayat Office, Seliyanallur Panchayat
Refer tender documents
2 documents required · 2 mandatory
₹0
₹22,650
25 Jun 2026
8 Jun 2026
24 Jun 2026
8 Jun 2026
24 Jun 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | CONSTRUCTION OF 60000 LITRES CAPACITY SERVICE RESERVOIR 12.00M STAGING HEIGHT Therku Seliyanalur at Seliyanalur Panchayat Manur Panchayat Union | - | - | - | - |
| 2 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- SS 20B | 68.56 | m³ | - | - |
| 3 | 2nd Depth for Foundation | 11.77 | m³ | - | - |
| 4 | Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 3.36 | m³ | - | - |
| 5 | Cement Concrete 1:4:8 0 (one cement, four sand and eight course aggregate jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means | 5.05 | m³ | - | - |
| 6 | Providing and laying in position, Standardised Concrete Mix M-3O Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum
below 1.50m to 4.50m depth from G.L | 12.23 | m³ | - | - |
| 7 | Below G.L upto 1.50m depth | 2.33 | m³ | - | - |
| 8 | Above G.L upto 4.50m height | 3.8 | m³ | - | - |
| 9 | 4.50m to 7.32m from G.L | 2.97 | m³ | - | - |
| 10 | 7.32m to 10.98m from G.L | 3.38 | m³ | - | - |
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