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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.0 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹25.7 L+₹1.6 L (6.73%)Rejected-AOC | L2 | Rejected-AOC Accepted | |
| 3 | L3₹25.9 L+₹1.8 L (7.52%)Rejected-AOC | L3 | Rejected-AOC Accepted | |
| 4 | L4₹26.2 L+₹2.1 L (8.83%)Rejected-AOC | L4 | Rejected-AOC Accepted | |
| 5 | L5₹28.6 L+₹4.5 L (18.8%)Rejected-AOC | L5 | Rejected-AOC Accepted |
| Sl No | Description | Qty | Unit | SELVAKUMAR L6 | L.Arivazhagan L1 | Karthikeyan Construction L3 | Sri Kaliyamman Constructions L4 | S DHANANJEYAN CONTRACTOR L2 | Mayilsamy Jadayan contractor L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of 60000 Lit OHT tank (12m Stage) at Erupalli AD Colony H/O Konangihalli | |||||||||
| 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 | m3 | 246.52 ₹17,837.2 | 201.4 ₹14,572.5 | 215.66 ₹15,604.29 | 204 ₹14,760.62 | 200 ₹14,471.2 Lowest | 224.1 ₹16,214.98 |
| 3.00 | Second depth of 2.0m to 3.0 m | 11.77 | m3 | 246.52 ₹2,902.53 | 201.4 ₹2,371.28 Lowest | 215.66 ₹2,539.18 | 204 ₹2,401.9 | 225 ₹2,649.15 | 224.1 ₹2,638.55 |
| 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 | m3 | 1,987.23 ₹6,685.04 | 1,522.27 ₹5,120.92 | 1,631.8 ₹5,489.38 | 1,260 ₹4,238.64 | 1,200 ₹4,036.8 Lowest | 1,665.43 ₹5,602.51 |
| 5.00 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. For footing | 5.05 | m3 | 1,987.23 ₹10,027.56 Lowest | 4,310.41 ₹21,750.33 | 4,628.9 ₹23,357.43 | 4,322 ₹21,808.81 | 5,000 ₹25,230 | 4,928.03 ₹24,866.84 |
| 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 | m3 | 5,543.52 ₹67,802.79 Lowest | 7,187.75 ₹87,913.37 | 7,719.48 ₹94,416.96 | 7,462 ₹91,267.72 | 6,500 ₹79,501.5 | 8,574.4 ₹1,04,873.49 |
| 7.00 | 0m to 1.50m below GL | 2.52 | m3 | 9,210.34 ₹23,228.48 | 7,081.8 ₹17,860.3 | 7,605.5 ₹19,181.07 | 7,355 ₹18,549.31 | 6,600 ₹16,645.2 Lowest | 8,456.5 ₹21,327.29 |
| 8.00 | 0m to 1.00m above GL | 0.49 | m3 | 9,342.18 ₹4,577.67 | 7,189.51 ₹3,522.86 | 7,721.12 ₹3,783.35 | 7,464 ₹3,657.36 | 6,700 ₹3,283 Lowest | 8,576.35 ₹4,202.41 |
| 9.00 | 1.00m to 4.50m above GL | 3.5 | m3 | 9,601.89 ₹33,625.82 | 7,189.51 ₹25,177.66 | 7,721.12 ₹27,039.36 | 7,464 ₹26,138.93 | 6,800 ₹23,813.6 Lowest | 8,576.35 ₹30,034.38 |
| 10.00 | 4.50 m to 7.32 m above GL | 3.17 | m3 | 9,861.6 ₹31,251.41 | 7,401.67 ₹23,455.89 | 7,945.8 ₹25,180.24 | 7,679 ₹24,334.75 | 6,800 ₹21,549.2 Lowest | 8,812.45 ₹27,926.65 |
Tender Value
₹32.1 L
EMD Value
₹32,700
Closing Date
5 Feb 2026, 3:00 pmClosed
Block Development Officer (BP), Nallampalli
Block Development Officer (BP), Nallampalli
Nallampalli Block - Construction of 60000 Litre OHT Tank (12 M Height) at Erupalli AD Colony H/o. Konangihalli - Package No.TN04-P01- General Fund (Block Panchayat) 2025-26 - Nallampalli Block - P01
2026_RDTN_649021_1
Roc.No. 247/2025/A2 Dt. 23.01.2026 P01
Open Tender
Civil Works
Item Rate
Block Development Office, Nallampalli
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹32,700
23 Mar 2026
30 Jan 2026
5 Feb 2026
30 Jan 2026
5 Feb 2026
30 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of 60000 Lit OHT tank (12m Stage) at Erupalli AD Colony H/O Konangihalli | - | - | - | - |
| 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 | 72.36 | m3 | - | - |
| 3 | Second depth of 2.0m to 3.0 m | 11.77 | m3 | - | - |
| 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 | 3.36 | m3 | - | - |
| 5 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. For footing | 5.05 | m3 | - | - |
| 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 | 12.23 | m3 | - | - |
| 7 | 0m to 1.50m below GL | 2.52 | m3 | - | - |
| 8 | 0m to 1.00m above GL | 0.49 | m3 | - | - |
| 9 | 1.00m to 4.50m above GL | 3.5 | m3 | - | - |
| 10 | 4.50 m to 7.32 m above GL | 3.17 | m3 | - | - |
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