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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.6 LAccepted-AOC | L1 | Accepted-AOC Admitted | |
| 2 | L2₹34.8 L+₹16,280.80 (0.47%)Rejected-AOC | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | K Sundaramoorthy L2 | Kesavan L1 |
|---|---|---|---|---|---|
| 1.001. Construction of Anganwadi Building @ Pudu Road village H/o Oppathavadi Est:1725000.00 | |||||
| 2.00 | EARTHWORK EXCAVATION for foundation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth within the compound in places shown by the departmental officers with initial lead and lift etc.,including levelling the sites complete complying with standard specifications and as directed. | 37.74 | Cum | 264.62 ₹9,986.76 | 263.38 ₹9,939.96 Lowest |
| 3.00 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. | 4.24 | Cum | 1,695.2 ₹7,187.65 | 1,687.26 ₹7,153.98 Lowest |
| 4.00 | Filling in Basement with excavated Earth in layers of not more than 15cm. Thick well rammed, watered and consolidated complying with standard specifications etc., complete. | 21.65 | Cum | 46 ₹995.9 | 45.78 ₹991.14 Lowest |
| 5.00 | Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed | 12.6 | Cum | 5,298.05 ₹66,755.43 | 5,273.23 ₹66,442.7 Lowest |
| 6.00 | Cement concrete 1:2:4 mix using 20mm metal including cost and Conveyance of all site etc. Complete. | 1.13 | Cum | 6,593.23 ₹7,450.35 | 6,562.34 ₹7,415.44 Lowest |
| 7.00 | Brick work in CM 1:5 mix using country bricks ground moulded of size 22 x 11 x 7cm for the following including curing etc., complete complying with standard specifications. | 33.18 | Cum | 6,067.61 ₹2,01,323.3 | 6,039.19 ₹2,00,380.32 Lowest |
| 8.00Supplying and erecting CENTERING for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces such as RCC SLABS, RECTANGULAR BEAMS, TEE or ELL BEAMS, LINTELS, BED BLOSKS. STAIRCASE WAIST and landing slabs, landing beams, canopy etc., in all floors with all cross bracings using mild steel sheets of size 90cm * 60cm and BG 10 stiffened with welded mild steel angles of size 25mm * 25mm * 3mm for boarding laid over countrywood joists of size 10cm * 6.50cm spaced at about 90cm centre to centre and supported by Casuarian props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete and as directed. | |||||
| 9.00 | Column BGL | 41.06 | Sqm | 549.25 ₹22,552.21 | 546.68 ₹22,446.68 Lowest |
| 10.00 | Column AGL | 36.11 | Sqm | 990.56 ₹35,769.12 | 985.92 ₹35,601.57 Lowest |
Tender Value
₹35.4 L
EMD Value
₹36,000
Closing Date
13 Feb 2026, 3:00 pmClosed
The Project Director
DRDA Krishnagiri
Krishnagiri DT Bargur Block 5 Works under DMFT 2025-2026 at Oppathavadi, Achamangalam and Karakuppam Panchayats Package No 03 DMFT 2025-2026
2026_RDTN_653031_1
RocNo_15_2026_Mines_03_02_2026
Open Tender
Civil Works - Others
Item Rate
180 days
Bargur
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹36,000
DRDA Krishnagiri
23 Mar 2026
7 Feb 2026
13 Feb 2026
7 Feb 2026
13 Feb 2026
7 Feb 2026
10 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1. Construction of Anganwadi Building @ Pudu Road village H/o Oppathavadi Est:1725000.00 | - | - | - | - |
| 2 | EARTHWORK EXCAVATION for foundation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth within the compound in places shown by the departmental officers with initial lead and lift etc.,including levelling the sites complete complying with standard specifications and as directed. | 37.74 | Cum | - | - |
| 3 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. | 4.24 | Cum | - | - |
| 4 | Filling in Basement with excavated Earth in layers of not more than 15cm. Thick well rammed, watered and consolidated complying with standard specifications etc., complete. | 21.65 | Cum | - | - |
| 5 | Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed | 12.6 | Cum | - | - |
| 6 | Cement concrete 1:2:4 mix using 20mm metal including cost and Conveyance of all site etc. Complete. | 1.13 | Cum | - | - |
| 7 | Brick work in CM 1:5 mix using country bricks ground moulded of size 22 x 11 x 7cm for the following including curing etc., complete complying with standard specifications. | 33.18 | Cum | - | - |
| 8 | Supplying and erecting CENTERING for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces such as RCC SLABS, RECTANGULAR BEAMS, TEE or ELL BEAMS, LINTELS, BED BLOSKS. STAIRCASE WAIST and landing slabs, landing beams, canopy etc., in all floors with all cross bracings using mild steel sheets of size 90cm * 60cm and BG 10 stiffened with welded mild steel angles of size 25mm * 25mm * 3mm for boarding laid over countrywood joists of size 10cm * 6.50cm spaced at about 90cm centre to centre and supported by Casuarian props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete and as directed. | - | - | - | - |
| 9 | Column BGL | 41.06 | Sqm | - | - |
| 10 | Column AGL | 36.11 | Sqm | - | - |
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