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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | ₹4.6 L | L1 | Accepted-AOC Lowest bidder Agreement executed |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 Bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 Bidder |
| Sl No | Description | Qty | Unit | SABU PANIKULAM L2 | C.G Suresh L3 | SHAJU T S L1 |
|---|---|---|---|---|---|---|
| 1.00Extension of pipeline | ||||||
| 1.00 | 15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road | 131 | sqm | 400 ₹52,400 | 440 ₹57,640 | 381.41 ₹49,964.71 Lowest |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 2.4 | cum | 2,516 ₹6,038.4 | 2,520 ₹6,048 | 2,164.56 ₹5,194.94 Lowest |
| 1.00 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. | 18 | cum | 678 ₹12,204 | 680 ₹12,240 | 583.24 ₹10,498.32 Lowest |
| 1.00 | 100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock. | 2 | cum | 1,000 ₹2,000 | 1,000 ₹2,000 | 860.31 ₹1,720.62 Lowest |
| 1.00 | 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. | 150 | metre | 20 ₹3,000 Lowest | 30 ₹4,500 | 27.72 ₹4,158 |
| 1.01 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. | 36 | metre | 104 ₹3,744 | 105 ₹3,780 | 89.71 ₹3,229.56 Lowest |
| 1.01 | 100.12.6:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 50mm diameter nominal bore. | 258 | metre | 175 ₹45,150 Lowest | 205 ₹52,890 | 175.68 ₹45,325.44 |
| 1.01 | OD167425/2025-2026:Cost for cutting and welding 50 mm GI pipe 3 run welding including labour charges, cost of materials, etc | 30 | no | 450 ₹13,500 | 450 ₹13,500 | 387.85 ₹11,635.5 Lowest |
| 1.01 | OD167426/2025-2026:Interconnecting the newly laid 50mm GI with 50 mm GI, including labour charges and cost of FTA | 1 | no | 657 ₹657 | 660 ₹660 | 565.33 ₹565.33 Lowest |
Tender Value
Refer Docs
EMD Value
₹13,363
Closing Date
15 May 2026, 3:00 pmClosed
AssistantExecutiveEngineer
AssistantExecutiveEngineer PHSubdivisionAngamaly
DEPOSIT Ernakulam District Panchayath RWSS to Karukutty panchayath Extension of pipeline in ward no.7 of Karukutty panchayath
2026_KWA_849508_1
CE(CR)/TR/24802/2025_5_1_1/1
Open Tender
Civil Works - Water Works
Item Rate
90 days
Karukutty
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,180
₹13,363
10 Jul 2026
7 May 2026
16 May 2026
7 May 2026
15 May 2026
7 May 2026
7 May 2026 - 15 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Extension of pipeline | |||||
| 1.001 | 15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road | - | sqm | - | - |
| 1.002 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 1 | cum | - | - |
| 1.003 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. | - | cum | - | - |
| 1.004 | 100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock. | - | cum | - | - |
| 1.005 | 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. | - | metre | - | - |
| 1.006 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. | - | metre | - | - |
| 1.007 | 100.12.6:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 50mm diameter nominal bore. | - | metre | - | - |
| 1.008 | OD167425/2025-2026:Cost for cutting and welding 50 mm GI pipe 3 run welding including labour charges, cost of materials, etc | - | no | - | - |
| 1.009 | OD167426/2025-2026:Interconnecting the newly laid 50mm GI with 50 mm GI, including labour charges and cost of FTA | - | no | - | - |
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