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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.3 LAccepted-AOC | ₹19.3 L | L1 | Accepted-AOC Accept |
| 2 | L2₹20.0 L+₹72,956.21 (3.78%)Rejected-AOC | ₹20.0 L+₹72,956.21 (3.78%) | L2 | Rejected-AOC Accept |
| 3 | L3₹21.0 L+₹1.7 L (8.72%)Rejected-AOC | ₹21.0 L+₹1.7 L (8.72%) | L3 | Rejected-AOC Accept |
| 4 | L4₹24.0 L+₹4.7 L (24.2%)Rejected-AOC | ₹24.0 L+₹4.7 L (24.2%) | L4 | Rejected-AOC Accept |
| Sl No | Description | Qty | Unit | L.Arivazhagan L1 | SK ENGINEERING CONTRACTOR L4 | ALEX FOUNDATION L3 | Sri Kaliyamman Constructions L2 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of 60000 Lit OHT tank (12m Stage) at Errabaiyanahalli H/O Errabaiyanahalli | |||||||
| 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 | 201.13 ₹14,552.96 | 200 ₹14,471.2 Lowest | 211.02 ₹15,268.56 | 202 ₹14,615.91 |
| 3.00 | Second depth of 2.0m to 3.0 m | 11.77 | m3 | 201.13 ₹2,368.1 Lowest | 246 ₹2,896.4 | 314.3 ₹3,700.57 | 202 ₹2,378.35 |
| 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 | 1,539.7 ₹5,179.55 | 1,660 ₹5,584.24 | 735.6 ₹2,474.56 Lowest | 1,546 ₹5,200.74 |
| 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 | 4,323.32 ₹21,815.47 Lowest | 5,000 ₹25,230 | 4,453.64 ₹22,473.07 | 4,342 ₹21,909.73 |
| 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 | 7,190.22 ₹87,943.58 Lowest | 8,000 ₹97,848 | 7,377.55 ₹90,234.81 | 7,221 ₹88,320.05 |
| 7.00 | 0m to 1.50m below GL | 2.52 | m3 | 7,084.41 ₹17,866.88 Lowest | 8,500 ₹21,437 | 7,264.14 ₹18,320.16 | 7,115 ₹17,944.03 |
| 8.00 | 0m to 1.00m above GL | 0.49 | m3 | 7,191.98 ₹3,524.07 Lowest | 8,500 ₹4,165 | 7,266.54 ₹3,560.6 | 7,223 ₹3,539.27 |
| 9.00 | 1.00m to 4.50m above GL | 3.5 | m3 | 7,191.98 ₹25,186.31 Lowest | 8,500 ₹29,767 | 7,379.39 ₹25,842.62 | 7,223 ₹25,294.95 |
| 10.00 | 4.50 m to 7.32 m above GL | 3.17 | m3 | 7,403.87 ₹23,462.86 Lowest | 8,500 ₹26,936.5 | 7,601.7 ₹24,089.79 | 7,436 ₹23,564.68 |
Tender Value
₹26.3 L
EMD Value
₹26,300
Closing Date
28 Jul 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 Errabaiyanhalli H/o. Errabaiyanhalli - Package No.TN04-P01- General Fund (Block Panchayat) 2026-27 - Nallampalli Block - P01
2026_RDTN_685008_1
Roc.No. 1561/2026/A2 Dt. 10.07.2026 P01
Open Tender
Civil Works
Item Rate
Block Development Office, Nallampalli
Can be seen in the Tender Documents
2 documents required · 2 mandatory
₹0
₹26,300
20 Aug 2026
10 Jul 2026
28 Jul 2026
10 Jul 2026
28 Jul 2026
10 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of 60000 Lit OHT tank (12m Stage) at Errabaiyanahalli H/O Errabaiyanahalli | - | - | - | - |
| 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 | m3 | - | - |
| 3 | Second depth of 2.0m to 3.0 m | 1 | 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 | 1 | m3 | - | - |
| 5 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. For footing | - | 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 | 1 | m3 | - | - |
| 8 | 0m to 1.00m above GL | - | m3 | - | - |
| 9 | 1.00m to 4.50m above GL | 3.5 | m3 | - | - |
| 10 | 4.50 m to 7.32 m above GL | - | m3 | - | - |
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