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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.6 LAccepted-Finance | L1 | Accepted-Finance Tender Opened | |
| 2 | L2₹16.6 L+₹923.30 (0.06%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | RADHIKA VBR CONSTRUCTION L1 | Suruthi Contractor L2 |
|---|---|---|---|---|---|
| 1.00 | 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 Deparment
officers. Hard stiff clay, block cotton, hard red earth
shales, murram, ordinary gravel, stoney eart First depth of 2m | 57.24 | M3 | 263.78 ₹15,100.09 Lowest | 267.15 ₹15,293 |
| 2.00 | Second Depth. OF 2m
from 2m to 4m below GL
For column footing | 11.45 | M3 | 275.39 ₹3,152.94 Lowest | 285.15 ₹3,264.68 |
| 3.00 | Sand filling for foundation with clear river sand
including cost of sand watering, ramming and
consolidation etc complete as directed by
Department officers. | 2.86 | M3 | 2,124.97 ₹6,081.66 Lowest | 2,124.97 ₹6,081.66 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 Department officers. | 4.29 | M3 | 5,876.99 ₹25,229.92 Lowest | 5,876.99 ₹25,229.92 Lowest |
| 5.00 | 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 Department For footing below G.L. ( 1,50 to 4,50 below GL | 13.52 | M3 | 9,399.89 ₹1,27,086.51 Lowest | 9,399.89 ₹1,27,086.51 Lowest |
| 6.00 | For Column and Brace upto G.L ( 0 to1,50 below GL ) | 1.49 | M3 | 9,399.89 ₹13,977.64 Lowest | 9,399.89 ₹13,977.64 Lowest |
| 7.00 | For column and brace I 0 to 4.5m from GL | 1.99 | M3 | 9,540.96 ₹18,996.05 Lowest | 9,540.96 ₹18,996.05 Lowest |
| 8.00 | For column and brace II 4.5m to 7.32m from GL | 2.46 | M3 | 10,374.63 ₹25,521.59 Lowest | 10,374.63 ₹25,521.59 Lowest |
| 9.00 | For column and brace III 7.32 to 10.98m from GL | 2.27 | M3 | 10,652.52 ₹24,202.53 Lowest | 10,652.52 ₹24,202.53 Lowest |
| 10.00 | For column beam floor slab side wall from 10.98m to
14.64 m from GL | 11.88 | M3 | 10,652.52 ₹1,26,562.59 Lowest | 10,652.52 ₹1,26,562.59 Lowest |
Tender Value
₹19.7 L
EMD Value
₹19,710
Closing Date
20 Feb 2026, 5:10 pmClosed
BDO (VP)
Block Development office Cuddalore
Construction of OHT 30000 litre Capacity Koyyathoppu in Pachayankuppam Panchayat
2026_RDTN_660658_1
B4/4127/2025-Pachayankuppam
Open Tender
Civil Works - Water Works
Item Rate
90 days
Block Development office Cuddalore
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹19,710
Yes
21 Feb 2026
19 Feb 2026
20 Feb 2026
19 Feb 2026
20 Feb 2026
19 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 Deparment
officers. Hard stiff clay, block cotton, hard red earth
shales, murram, ordinary gravel, stoney eart First depth of 2m | 1 | M3 | 1.25 | ₹1.25 |
| 2 | Second Depth. OF 2m
from 2m to 4m below GL
For column footing | 1 | M3 | 100 | ₹99.9 |
| 3 | Sand filling for foundation with clear river sand
including cost of sand watering, ramming and
consolidation etc complete as directed by
Department officers. | - | M3 | 53 | - |
| 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 Department officers. | - | M3 | 53 | - |
| 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 Department For footing below G.L. ( 1,50 to 4,50 below GL | 1 | M3 | 10 | ₹9.99 |
| 6 | For Column and Brace upto G.L ( 0 to1,50 below GL ) | - | M3 | 11 | - |
| 7 | For column and brace I 0 to 4.5m from GL | - | M3 | 53 | - |
| 8 | For column and brace II 4.5m to 7.32m from GL | - | M3 | 10 | - |
| 9 | For column and brace III 7.32 to 10.98m from GL | 1 | M3 | 11 | ₹10.99 |
| 10 | For column beam floor slab side wall from 10.98m to
14.64 m from GL | - | M3 | 53 | - |
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