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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹88,821.90Accepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹89,340+₹518.10 (0.58%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | PRABHA INDUSTRY L2 | M.MAHENDRAN L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and cleaning and levelling the site etc.,complete | 110 | M3 | 220.25 ₹24,227.5 Lowest | 220.25 ₹24,227.5 Lowest |
| 2.00Supply and delivery of special and pipes including cost and conveyance of all charges etc completed | |||||
| 2.01 | 63 mm pvc pipe 6kSC | 325 | M | 74.8 ₹24,310 | 73.6 ₹23,920 Lowest |
| 2.02 | 63 mm pvc Tee 4 ksc | 5 | No | 26 ₹130 Lowest | 26 ₹130 Lowest |
| 2.03 | 63 mm pvc Elbow | 5 | No | 46.3 ₹231.5 Lowest | 46.3 ₹231.5 Lowest |
| 2.04 | 63 mm pvc bend, 6 ksc | 5 | No | 42.2 ₹211 Lowest | 42.2 ₹211 Lowest |
| 2.05 | 63 mm pvc End cap | 5 | No | 17.9 ₹89.5 Lowest | 17.9 ₹89.5 Lowest |
| 2.06 | 63 mm MTA | 2 | No | 23.1 ₹46.2 Lowest | 23.1 ₹46.2 Lowest |
| 2.07 | 65mm GM Gate valve | 3 | No | 3,628.8 ₹10,886.4 Lowest | 3,628.8 ₹10,886.4 Lowest |
| 2.08 | 63x15mm saddle | 7 | No | 65 ₹455 | 58 ₹406 Lowest |
Tender Value
₹1 L
EMD Value
₹1,000
Closing Date
24 Dec 2025, 3:00 pmClosed
COMMISSIONER
PALAKKAD MAIN ROAD, MADUKKARAI
Providing Distribution Main pipe line at WARD No 22 Guru garden in madukkarai Municipality
2025_MAWS_635350_1
2242-2/2025/E1
Open Tender
Civil Works
Works
30 days
MADUKKARAI MUNICIPALITY
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1,000
26 Jan 2026
23 Dec 2025
24 Dec 2025
23 Dec 2025
24 Dec 2025
23 Dec 2025
23 Dec 2025 - 24 Dec 2025
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and cleaning and levelling the site etc.,complete
Supply and delivery of special and pipes including cost and conveyance of all charges etc completed
63 mm pvc pipe 6kSC
63 mm pvc Tee 4 ksc
63 mm pvc Elbow
63 mm pvc bend, 6 ksc
63 mm pvc End cap
63 mm MTA
65mm GM Gate valve
63x15mm saddle
25mm pvc coupling
25mm pvc elbow
15mm pvc pipe
15mm x 15m Nipple
15mm x 0.90m Nipple
15mm pvc mta
15mm pvc fta
15mm pvc elbow
15mm GI elbow
15mm GI Tee
15mm GI coupling
15mm pvc Tap
Lowering PVC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste
Refilling the foundation with excavated soil (other than sand) including cost and conveyance of all materials and labour charges to siteand other incidental charges etc., complete as per standard specification
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_760319.pdf
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xlsx
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details.html
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Tendernotice_1.pdf
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BOQ_760319.xls
BOQ • 0.33 MB
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