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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC | ₹8.2 L | L1 | Accepted-AOC l1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical l2 |
| Sl No | Description | Qty | Unit | venu L2 | P.P. DHARMAN L1 |
|---|---|---|---|---|---|
| 1.00Appendix A -Working charges | |||||
| 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 | 110.5 | sqm | 443.5 ₹49,006.75 | 400.5 ₹44,255.25 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) | 3.38 | cum | 2,516.93 ₹8,494.64 | 2,260 ₹7,627.5 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. | 355 | cum | 678.19 ₹2,40,757.45 | 550 ₹1,95,250 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. | 450 | metre | 32.23 ₹14,503.5 | 30 ₹13,500 Lowest |
| 1.00 | 2.20.1:Open timbering in trenches including strutting and shoring complete ( measurements to be taken of the face area timbered ):Depth not exceeding 1.5 m | 480 | sqm | 85.96 ₹41,260.8 | 80 ₹38,400 Lowest |
| 1.01 | 100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete. | 205.15 | Kwh | 39.35 ₹8,072.65 | 38 ₹7,795.7 Lowest |
| 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. | 700 | metre | 104.31 ₹73,017 | 80 ₹56,000 Lowest |
| 1.01 | 100.98.1008:Engaging Coolie. | 1 | no | 1,082.18 ₹1,082.18 | 1,000 ₹1,000 Lowest |
| 1.01 | OD317456/2025-2026:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 90 mm dia Bend | 17 | no | 438.22 ₹7,449.74 | 400 ₹6,800 Lowest |
Tender Value
Refer Docs
EMD Value
₹22,759
Closing Date
29 May 2026, 3:15 pmClosed
AEE W S Subdivision N Paravur
ASSISTANT EXECUTIVE ENGINEER, W S SUB DIVISION ,KWA,NORTH PARAVOOR
DEPOSIT EZHIKKARA PANCHAYATHLine extension work at various wards in Ezhikkara Panchayath Pipeline Work
2026_KWA_852397_1
WRD/KWA-CE(CR)/TR/4931/2026
Open Tender
Civil Works - Others
Item Rate
90 days
Ezhikkara Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,010
Yes
₹22,759
Yes
29 Aug 2026
22 May 2026
2 Jun 2026
22 May 2026
29 May 2026
22 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A -Working charges | |||||
| 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) | - | 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 | 100.8.1: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 | - | - |
| 1.005 | 2.20.1:Open timbering in trenches including strutting and shoring complete ( measurements to be taken of the face area timbered ):Depth not exceeding 1.5 m | - | sqm | - | - |
| 1.006 | 100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete. | - | Kwh | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 100.98.1008:Engaging Coolie. | - | no | - | - |
| 1.009 | OD317456/2025-2026:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 90 mm dia Bend | - | no | - | - |
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