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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹98,357.10Accepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹98,942.50+₹585.40 (0.60%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | M.MAHENDRAN L1 | PRABHA INDUSTRY L2 |
|---|---|---|---|---|---|
| 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 | 85 | M3 | 220.25 ₹18,721.25 Lowest | 220.25 ₹18,721.25 Lowest |
| 2.00Supply and delivery of special and pipes including cost and conveyance of all charges etc completed | |||||
| 2.01 | 90 mm pvc pipe 6 ksc | 250 | M | 142.3 ₹35,575 Lowest | 143.7 ₹35,925 |
| 2.02 | 63 mm pvc pipe 6 ksc | 30 | M | 73.6 ₹2,208 Lowest | 73.6 ₹2,208 Lowest |
| 2.03 | 90 mm x 63 mm | 1 | No | 27.4 ₹27.4 Lowest | 27.4 ₹27.4 Lowest |
| 2.04 | 90 mm pvc Tee, 6 ksc | 6 | No | 96.5 ₹579 Lowest | 96.5 ₹579 Lowest |
| 2.05 | 90 mm pvc Elbow | 6 | No | 104.4 ₹626.4 Lowest | 104.4 ₹626.4 Lowest |
| 2.06 | 90 mm pvc bend, 6 ksc | 6 | No | 107.5 ₹645 Lowest | 107.5 ₹645 Lowest |
| 2.07 | 90 mm pvc End cap | 2 | No | 29.9 ₹59.8 Lowest | 29.9 ₹59.8 Lowest |
| 2.08 | 90 mm MTA | 2 | No | 56.9 ₹113.8 Lowest | 56.9 ₹113.8 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 19 Dharmalingeswar kovil street in madukkarai Municipality
2025_MAWS_635363_1
2242-5/2025/E1
Open Tender
Civil Works
Works
30 days
MADUKKARAI MUNICIPALITY
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1,000
28 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
90 mm pvc pipe 6 ksc
63 mm pvc pipe 6 ksc
90 mm x 63 mm
90 mm pvc Tee, 6 ksc
90 mm pvc Elbow
90 mm pvc bend, 6 ksc
90 mm pvc End cap
90 mm MTA
80 mm GM Gate valve
90x15mm 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
90 mm pvc pipe 6kgs
63 mm pvc pipe 6kgs
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_760335.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_760335.xls
BOQ • 0.33 MB
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