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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.1 LAccepted-AOC | ₹15.1 L | L1 | Accepted-AOC AOC |
| 2 | L2₹15.1 L+₹1,149.01 (0.08%)Rejected-Finance | ₹15.1 L+₹1,149.01 (0.08%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | RAJASEKAR R L2 | T S SEKAR L1 |
|---|---|---|---|---|---|
| 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 | 257.47 ₹14,738.87 | 246.52 ₹14,112.04 Lowest |
| 2.00 | 2 nd Depth | 11.45 | M3 | 294.15 ₹3,367.72 | 258.13 ₹2,955.33 Lowest |
| 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. | 4.29 | M3 | 1,803.32 ₹7,741.65 Lowest | 1,803.32 ₹7,741.65 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 | 5,466.36 ₹23,467.08 Lowest | 5,466.36 ₹23,467.08 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 | 9,384.78 ₹1,26,882.23 Lowest | 9,384.78 ₹1,26,882.23 Lowest |
| 6.00 | For Column and Brace upto G.L ( 0 to1,50 below GL ) | 1.49 | M3 | 9,252.94 ₹13,759.12 Lowest | 9,252.94 ₹13,759.12 Lowest |
| 7.00 | For column and brace I 0 to 4.5m from GL | 1.99 | M3 | 9,384.78 ₹18,685.1 Lowest | 9,384.78 ₹18,685.1 Lowest |
| 8.00 | For column and brace II 4.5m to 7.32m from GL. | 2.46 | M3 | 9,644.49 ₹23,725.45 Lowest | 9,644.49 ₹23,725.45 Lowest |
| 9.00 | For column and brace III 7.32 to 10.98m from GL | 2.27 | M3 | 9,904.2 ₹22,502.34 Lowest | 9,904.2 ₹22,502.34 Lowest |
| 10.00 | For column beam floor slab side wall from 10.98m to
14.64 m from GL | 11.88 | M3 | 10,163.91 ₹1,20,757.41 Lowest | 10,163.91 ₹1,20,757.41 Lowest |
Tender Value
₹18 L
EMD Value
₹18,000
Closing Date
10 Nov 2025, 5:00 pmClosed
BDO BP Cuddalore
Block Development office Cuddalore
Construction of New OHT 30000 litre Capacity (12m stage) at Nathapattur in Nathapattu Panchayat Cuddalore
2025_RDTN_620178_7
A3/3671/2025-26 PMKKKY-2
Open Tender
Civil Works - Water Works
Item Rate
150 days
Block Development office Cuddalore
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹18,000
Yes
21 Nov 2025
5 Nov 2025
10 Nov 2025
5 Nov 2025
10 Nov 2025
5 Nov 2025
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_741631.pdf
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Tendernotice_1.pdf
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nathapattuoht.pdf
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BOQ_741631.xls
BOQ • 0.33 MB
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