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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.1 LAccepted-AOC | L1 | Accepted-AOC Lowest amount Quoted | |
| 2 | L2₹17.1 L+₹839.91 (0.05%)Rejected-Finance THIRUNANDHANUR MAYILADUTHURAI | MAYILADUTHURAI | MAYILADUTHURAI | TAMIL NADU | L2 | Rejected-Finance Highest amount Quoted |
| Sl No | Description | Qty | Unit | Thiyagarajan.S L1 | G Prakash Christopher Civil Contractor L2 |
|---|---|---|---|---|---|
| 1.00Construction of 30000 lit OHT 12 M Stage Sengamettu Street in Mannampandal Panchayat | |||||
| 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 Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart | |||||
| 3.00 | First depth of 2m | 60.5 | cum | 260 ₹15,730 Lowest | 262 ₹15,851 |
| 4.00 | 2 nd Depth | 9.08 | cum | 260 ₹2,360.8 Lowest | 262 ₹2,378.96 |
| 5.00 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by Department officers. | 3.03 | cum | 2,540 ₹7,696.2 Lowest | 2,540 ₹7,696.2 Lowest |
| 6.00 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Department officers. | 3.03 | cum | 6,527 ₹19,776.81 Lowest | 6,527 ₹19,776.81 Lowest |
| 7.00RCC in M30 GRADE using graded aggregtes of 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 Department | |||||
| 8.00 | For footing below G.L. ( 1,50 to 4,50 below GL ) | 12.64 | cum | 8,476 ₹1,07,145.12 Lowest | 8,476 ₹1,07,145.12 Lowest |
| 9.00 | For Column and Brace upto G.L ( 0 to1,50 below GL ) | 1.8 | cum | 8,358 ₹15,061.12 Lowest | 8,358 ₹15,061.12 Lowest |
| 10.00 | For column and brace I 0 to 4.5m from GL | 2.88 | cum | 8,476 ₹24,427.83 Lowest | 8,476 ₹24,427.83 Lowest |
Tender Value
₹17.4 L
EMD Value
₹17,400
Closing Date
3 Mar 2026, 3:00 pmClosed
Block Development Officer (V.P)
Block Development Office Mayiladuthurai
Construction of 30000 lit OHT 12 M Stage Sengamettu Street in Mannampandal Panchayat in Mayiladuthurai Block
2026_RDTN_666032_1
6755/2025/A2 date 23.02.2026
Open Tender
Civil Works
Item Rate
120 days
Block Development Office Mayiladuthurai
Refer Tender Document
6 documents required · 6 mandatory
₹0
₹17,400
Yes
9 Mar 2026
25 Feb 2026
3 Mar 2026
25 Feb 2026
3 Mar 2026
25 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of 30000 lit OHT 12 M Stage Sengamettu Street in Mannampandal Panchayat | - | - | - | - |
| 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 Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart | - | - | - | - |
| 3 | First depth of 2m | 60.5 | cum | - | - |
| 4 | 2 nd Depth | 9.08 | cum | - | - |
| 5 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by Department officers. | 3.03 | cum | - | - |
| 6 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Department officers. | 3.03 | cum | - | - |
| 7 | RCC in M30 GRADE using graded aggregtes of 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 Department | - | - | - | - |
| 8 | For footing below G.L. ( 1,50 to 4,50 below GL ) | 12.64 | cum | - | - |
| 9 | For Column and Brace upto G.L ( 0 to1,50 below GL ) | 1.8 | cum | - | - |
| 10 | For column and brace I 0 to 4.5m from GL | 2.88 | cum | - | - |
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