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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.8 LAccepted-Finance NEHRU NAGAR DHARMAPURI | DHARMAPURI | TAMIL NADU | 635106 | ₹23.8 L | L1 | Accepted-Finance L1 |
| 2 | L2₹27.5 L+₹3.7 L (15.5%)Accepted-Finance | ₹27.5 L+₹3.7 L (15.5%) | L2 | Accepted-Finance L2 |
| 3 | Rejected-Technical MULLUVASU | - | - | Rejected-Technical Not Addmited |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Addmited |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Addmited |
| Sl No | Description | Qty | Unit | Sri Sanjana Constructions L2 | CHINNAMUTHU CONTRACTORS L1 |
|---|---|---|---|---|---|
| 1.00Construction of 60000 Lit OHT Tank (12m Stage) with Pipeline at Kallipuram West H/O Paruvathanahalli | |||||
| 2.00 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil First depth of 0 to 2 m In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B For Column Footing For G.L Brace | 72.36 | Cum | 500 ₹36,178 | 263.78 ₹19,086.07 Lowest |
| 3.00 | Second depth of 2.0m to 3.0 m | 11.77 | Cum | 500 ₹5,887 | 263.78 ₹3,105.75 Lowest |
| 4.00 | Sand filling for foundation with clear river sand including cost of sand,watering,ramming and consolidation etc complete as directed by TWAD Board officers For Column Footing | 3.36 | Cum | 4,500 ₹15,138 | 2,173.75 ₹7,312.5 Lowest |
| 5.00 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. For footing | 5.05 | Cum | 6,500 ₹32,799 | 5,764.18 ₹29,086.05 Lowest |
| 6.00 | RCC in M 30 mix using10mm& 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete Below 1.5m from GL Column footing | 12.23 | Cum | 11,000 ₹1,34,541 | 9,460 ₹1,15,705.26 Lowest |
| 7.00 | 0m to 1.50m below GL | 2.52 | Cum | 11,000 ₹27,742 | 9,351.06 ₹23,583.37 Lowest |
| 8.00 | 0m to 1.00m above GL | 0.49 | Cum | 11,000 ₹5,390 | 9,492.13 ₹4,651.14 Lowest |
| 9.00 | 1.00m to 4.50m above GL | 3.5 | Cum | 11,000 ₹38,522 | 9,492.13 ₹33,241.44 Lowest |
| 10.00 | 4.50 m to 7.32 m above GL | 3.17 | Cum | 11,000 ₹34,859 | 9,770.02 ₹30,961.19 Lowest |
Tender Value
₹24.1 L
EMD Value
₹25,000
Closing Date
12 Feb 2026, 3:00 pmClosed
Block Development Officer (VP), Pennagaram Block
Block Development Officer (VP), Pennagaram Block
Construction of 60000 Lit OHT Tank (12m Stage) with Pipeline at Kallipuram West H/O Paruvathanahalli
2026_RDTN_650313_1
Roc.No.900/2025/E2 Dt.02.02.2026 DT (PT) GENERAL FUND 2025-2026 P04
Open Tender
Civil Works
Item Rate
120 days
Block Development Officer (VP), Pennagaram Block
Pre Qualification Documents
2 documents required · 2 mandatory
₹0
₹25,000
Yes
Block Development Officer (VP), Pennagaram Block
21 May 2026
3 Feb 2026
12 Feb 2026
3 Feb 2026
12 Feb 2026
4 Feb 2026
4 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of 60000 Lit OHT Tank (12m Stage) with Pipeline at Kallipuram West H/O Paruvathanahalli | - | - | - | - |
| 2 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil First depth of 0 to 2 m In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B For Column Footing For G.L Brace | 0.4 | Cum | - | - |
| 3 | Second depth of 2.0m to 3.0 m | 1 | Cum | - | - |
| 4 | Sand filling for foundation with clear river sand including cost of sand,watering,ramming and consolidation etc complete as directed by TWAD Board officers For Column Footing | 1 | Cum | - | - |
| 5 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. For footing | - | Cum | - | - |
| 6 | RCC in M 30 mix using10mm& 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete Below 1.5m from GL Column footing | 1 | Cum | - | - |
| 7 | 0m to 1.50m below GL | 1 | Cum | - | - |
| 8 | 0m to 1.00m above GL | - | Cum | - | - |
| 9 | 1.00m to 4.50m above GL | 1 | Cum | - | - |
| 10 | 4.50 m to 7.32 m above GL | - | Cum | - | - |
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