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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.2 LAccepted-AOC | ₹18.2 L | L1 | Accepted-AOC Addmited |
| 2 | L2₹18.3 L+₹8,950.15 (0.49%)Rejected-AOC | ₹18.3 L+₹8,950.15 (0.49%) | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | K Sundaramoorthy L2 | NATHIYA CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.001.Construction of 30000 lit Capacity OHT 12m Stage at Avalakkampatti Village H/O Veppalampatti Rs-18.42 Lakhs | |||||
| 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 eart | 54.3 | Cum | 264.84 ₹14,380.81 | 263.54 ₹14,310.22 Lowest |
| 3.00 | 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. | 2.3 | Cum | 1,888.62 ₹4,343.83 | 1,879.41 ₹4,322.64 Lowest |
| 4.00 | 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 | 5,561.58 ₹15,405.58 | 5,534.43 ₹15,330.37 Lowest |
| 5.00RCC 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 Departmental officers | |||||
| 6.00 | For items 1.5m to 4.5m below GL | 7.59 | Cum | 9,437.49 ₹71,630.55 | 9,391.43 ₹71,280.95 Lowest |
| 7.00 | For items 0 to 1.50m below GL | 1.75 | Cum | 9,298.16 ₹16,271.78 | 9,252.78 ₹16,192.37 Lowest |
| 8.00 | For items 0m to 4.5m above GL | 2.83 | Cum | 9,437.49 ₹26,708.1 | 9,391.43 ₹26,577.75 Lowest |
| 9.00 | For items 4.51m to 7.32m above GL | 2.23 | Cum | 9,718.8 ₹21,672.92 | 9,671.37 ₹21,567.16 Lowest |
| 10.00 | For items 7.32m to 10.98m above GL | 2.53 | Cum | 9,997.8 ₹25,294.43 | 9,949.01 ₹25,171 Lowest |
Tender Value
₹18.4 L
EMD Value
₹19,000
Closing Date
5 Mar 2026, 3:00 pmClosed
The Block Development Officer
The Block Development Officer
Krishnagiri Dt Bargur Block UGF 2025_26 Construction of 30000 Lit OHT 12m Stage At Avalakkampatti Village Veppalampatti Panchayat BRG_82
2026_RDTN_669162_1
1618_2025_A5_Dt_14_02_2026
Open Tender
Civil Works - Others
Item Rate
180 days
The Block Development Officer
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹19,000
1 Jul 2026
2 Mar 2026
5 Mar 2026
2 Mar 2026
5 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1.Construction of 30000 lit Capacity OHT 12m Stage at Avalakkampatti Village H/O Veppalampatti Rs-18.42 Lakhs | - | - | - | - |
| 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 eart | 54.3 | Cum | - | - |
| 3 | 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. | 2.3 | Cum | - | - |
| 4 | 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 | 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 Departmental officers | - | - | - | - |
| 6 | For items 1.5m to 4.5m below GL | 7.59 | Cum | - | - |
| 7 | For items 0 to 1.50m below GL | 1.75 | Cum | - | - |
| 8 | For items 0m to 4.5m above GL | 2.83 | Cum | - | - |
| 9 | For items 4.51m to 7.32m above GL | 2.23 | Cum | - | - |
| 10 | For items 7.32m to 10.98m above GL | 2.53 | Cum | - | - |
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