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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.3 LAccepted-AOC | ₹19.3 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹19.6 LRejected-AOC | ₹19.6 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | K.Narayanan Civil Contractor L1 | DEVANSH CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.001. Construction of 30000 Litres capacity OHT Tank at Sadanapalli H/o. Billanakuppam. Estimate Amount: 1971000/- | |||||
| 2.00 | 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 Departmental officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth. A) First depth of 2m | 46.24 | Cum | 261.14 ₹12,075.11 Lowest | 261.14 ₹12,075.11 Lowest |
| 3.00 | B)Second depth of 1m | 8.06 | Cum | 261.14 ₹2,104.79 Lowest | 261.14 ₹2,104.79 Lowest |
| 4.00 | Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 2.45 | Cum | 1,696.24 ₹4,155.79 Lowest | 1,696.24 ₹4,155.79 Lowest |
| 5.00 | 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 Departmental officers. | 2.77 | Cum | 5,259.85 ₹14,569.78 Lowest | 5,259.85 ₹14,569.78 Lowest |
| 6.00RCC in M30 GRADE using graded aggregates 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 Departmental officers | |||||
| 7.00 | For items 1.5m to 4.5m Below GL. Footing | 7.59 | Cum | 9,081.72 ₹68,930.25 Lowest | 9,081.72 ₹68,930.25 Lowest |
| 8.00 | For items 0m to 1.50m Below GL | 1.75 | Cum | 8,944.33 ₹15,652.58 Lowest | 8,944.33 ₹15,652.58 Lowest |
| 9.00 | For items 0m to 4.5m Above GL | 2.83 | Cum | 9,083.99 ₹25,707.69 Lowest | 9,083.99 ₹25,707.69 Lowest |
| 10.00 | For items 4.51m to 7.32m Above GL | 2.23 | Cum | 9,359.1 ₹20,870.79 Lowest | 9,359.1 ₹20,870.79 Lowest |
Tender Value
₹19.7 L
EMD Value
₹20,000
Closing Date
4 Mar 2026, 3:00 pmClosed
The Block Development Officer, Veppanapalli
The Block Development Officer, Veppanapalli
Krishnagiri District, Veppanapalli block, NABARD (RIDF XXIX) 2025-2026, Construction of 30000 Litres Cpacity OHT at Sadanapalli H/o. Billanakuppam. Pkg.No. 2025-2026 VNPI 29
2026_RDTN_668135_1
ROC_NO_4455_2025_A2_27_11_2025
Open Tender
Civil Works
Item Rate
90 days
Veppanapalli
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹20,000
The Block Development Office, Veppanapalli
21 Aug 2026
27 Feb 2026
5 Mar 2026
27 Feb 2026
4 Mar 2026
27 Feb 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1. Construction of 30000 Litres capacity OHT Tank at Sadanapalli H/o. Billanakuppam. Estimate Amount: 1971000/- | - | - | - | - |
| 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 Departmental officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth. A) First depth of 2m | 46.24 | Cum | - | - |
| 3 | B)Second depth of 1m | 8.06 | Cum | - | - |
| 4 | Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 2.45 | Cum | - | - |
| 5 | 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 Departmental officers. | 2.77 | Cum | - | - |
| 6 | RCC in M30 GRADE using graded aggregates 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 Departmental officers | - | - | - | - |
| 7 | For items 1.5m to 4.5m Below GL. Footing | 7.59 | Cum | - | - |
| 8 | For items 0m to 1.50m Below GL | 1.75 | Cum | - | - |
| 9 | For items 0m to 4.5m Above GL | 2.83 | Cum | - | - |
| 10 | For items 4.51m to 7.32m Above GL | 2.23 | Cum | - | - |
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