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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-AOC 81 1 1 MUTHUKRISHNAPURAM 6TH STREET THOOTHUKUDI 628 002 | THOOTHUKUDI | THOOTHUKUDI | TAMIL NADU | 628002 | ₹9.9 L | L1 | Accepted-AOC Lowest rate quoted |
| 2 | L2₹9.9 LRejected-AOC | ₹9.9 L | L2 | Rejected-AOC Highest rate quoted |
| 3 | Rejected-Technical | - | - | Rejected-Technical Highest rate Quoted |
| Sl No | Description | Qty | Unit | MANIKANDAN L3 | SELVAN AND CO L1 | RAJA VEERAMANIKANDAN L2 |
|---|---|---|---|---|---|---|
| 1.00Name of Work: Construction of 10000 lit OHT at East Steet and EPL Arrangement at Ulakudi Village in Kaliyavoor Panchayat in Karungulam panchayat union of Thoothukudi District under Surplus Fund-2025-26-pakageno-02 | ||||||
| 2.00Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD board officers. A.Hard stiff clay black cotton, hard red earth, shales, murr | ||||||
| 3.00 | a) First depth of 2m | 20.18 | cum | 300 ₹6,054 | 260 ₹5,246.8 Lowest | 260 ₹5,246.8 Lowest |
| 4.00 | b) Second depth of 1m | 1.56 | cum | 300 ₹468 | 268.5 ₹418.86 | 265 ₹413.4 Lowest |
| 5.00 | Sand filling with clear m.sand including cost of sand watering, ramming and consolidation etc complete as directed by officers. | 1.51 | cum | 2,000 ₹3,020 | 1,845 ₹2,785.95 Lowest | 1,860 ₹2,808.6 |
| 6.00 | Cement concrete 1:4:8 ( One of cement, four of sand and eight aggregates) using 40mm HBGS for leveling course including the cost of mixing, curing etc., complete as directed by officers. | 1.01 | cum | 5,600 ₹5,656 | 5,525 ₹5,580.25 Lowest | 5,570 ₹5,625.7 |
| 7.00RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by TWAD Board officers. | ||||||
| 8.00 | For items 1.5m to 4.5m Below GL(Footing Rectangular Portion) | 2 | cum | 8,750 ₹17,500 | 8,613 ₹17,226 Lowest | 8,700 ₹17,400 |
| 9.00 | R.C.C 1:1.5:3 using 20mm(0m to 1.5m Below G.L.) | 0.71 | cum | 9,400 ₹6,674 | 9,238.9 ₹6,559.62 Lowest | 9,330 ₹6,624.3 |
| 10.00 | 0m to 4.50m Above GL&1.00 m Above G.L | 1.46 | cum | 8,800 ₹12,848 | 8,635.85 ₹12,608.34 Lowest | 8,720 ₹12,731.2 |
Tender Value
₹10.5 L
EMD Value
₹10,513
Closing Date
10 Feb 2026, 3:00 pmClosed
BDO(VP) Karungulam
Karungulam panchayat union office
Construction of 10000 lit OHT at East Steet and EPL Arrangement at Ulakudi Village in Kaliyavoor Panchayat in Karungulam panchayat union of Thoothukudi District under Surplus Fund-2025-26-pakageno-02
2026_RDTN_649771_2
BDO(VP)KGLM Lr.No.T3/4315/2025 . Date.27.01.2026-1
Open Tender
Civil Works
Item Rate
Karungulam union office Seydunganallur
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹10,513
20 May 2026
2 Feb 2026
10 Feb 2026
2 Feb 2026
10 Feb 2026
2 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Name of Work: Construction of 10000 lit OHT at East Steet and EPL Arrangement at Ulakudi Village in Kaliyavoor Panchayat in Karungulam panchayat union of Thoothukudi District under Surplus Fund-2025-26-pakageno-02 | - | - | - | - |
| 2 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD board officers. A.Hard stiff clay black cotton, hard red earth, shales, murr | - | - | - | - |
| 3 | a) First depth of 2m | 20.18 | cum | - | - |
| 4 | b) Second depth of 1m | 1.56 | cum | - | - |
| 5 | Sand filling with clear m.sand including cost of sand watering, ramming and consolidation etc complete as directed by officers. | 1.51 | cum | - | - |
| 6 | Cement concrete 1:4:8 ( One of cement, four of sand and eight aggregates) using 40mm HBGS for leveling course including the cost of mixing, curing etc., complete as directed by officers. | 1.01 | cum | - | - |
| 7 | RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by TWAD Board officers. | - | - | - | - |
| 8 | For items 1.5m to 4.5m Below GL(Footing Rectangular Portion) | 2 | cum | - | - |
| 9 | R.C.C 1:1.5:3 using 20mm(0m to 1.5m Below G.L.) | 0.71 | cum | - | - |
| 10 | 0m to 4.50m Above GL&1.00 m Above G.L | 1.46 | cum | - | - |
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