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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC | ₹5.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.5 LRejected-Finance | ₹5.5 L | L2 | Rejected-Finance L2 |
| 3 | L3₹5.7 LRejected-Finance | ₹5.7 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | adarshengineers L3 | SATHYA KUMAR P S L2 | NAJEEM ARSHAD K Z L1 |
|---|---|---|---|---|---|---|
| 1.00Working Charges | ||||||
| 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) | 18.9 | cum | 2,210 ₹41,769 | 2,152.04 ₹40,673.56 | 2,014 ₹38,064.60 |
| 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 | 6 | sqm | 390 ₹2,340 | 379.19 ₹2,275.14 | 355 ₹2,130 |
| 1.00 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 107.5 | sqm | 120 ₹12,900 | 275.31 ₹29,595.83 | 109 ₹11,717.50 |
| 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. | 186 | cum | 600 ₹1.1 L | 513 ₹95,418 | 539 ₹1.0 L |
| 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. | 354 | metre | 25 ₹8,850 | 27.56 ₹9,756.24 | 26 ₹9,204 |
| 1.01 | 2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m | 536 | sqm | 145 ₹77,720 | 142.49 ₹76,374.64 | 133 ₹71,288 |
| 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. | 74.6 | Kwh | 30 ₹2,238 | 34.2 ₹2,551.32 | 31 ₹2,312.60 |
| 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. | 354 | metre | 100 ₹35,400 | 112.86 ₹39,952.44 | 84 ₹29,736 |
| 1.01 | 100.9.9: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): 110 mm nominal outside diameter pipes. | 4 | metre | 135 ₹540 | 98.33 ₹393.32 | 123 ₹492 |
Tender Value
₹6.4 L
EMD Value
₹16,084
Closing Date
25 Feb 2026, 3:00 pmClosed
Assistant Executive Engineer
WW Subdivision,Karuvelippadi,Kochi-05
Newly Laying 90mm PVC pipe at Various roads in Dn No 28 (new) of Kochi Corporation
2026_KWA_837685_1
WRD/KWA-CE(CR)/TR/30049/24_26
Open Tender
Civil Works - Water Works
Dn No 28 (new) of Kochi Corporation
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,420
Yes
₹16,084
Yes
5 Jun 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
18 Feb 2026 - 25 Feb 2026
Working Charges
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)
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
16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
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.
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.
2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m
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.
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.
100.9.9: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): 110 mm nominal outside diameter pipes.
100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia.
100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.
100.98.1008:Engaging Coolie.
OD179830/2024-2025:Interconnecting Existing 160mm HDPE Pipe to Proposed 90mm PVC pipe uising 150x80mm MS clamp,90mm PVC MTA,90mm PVC pipe,90mm CIR Joint, 90mm PVC pipe,90mm PVC elbow etc complete as per the direction of departmental officers.
OD179854/2024-2025:Interconnecting the newly laid 90mm PVC Pipe line to the existing 300mm AC Pipeline by using 300X80mm MS Clamp etc. supplied by the contractor and placing in position,jointing with solvent cement and testing to the required test pressure,including cost of saddle clamp,adapter,labour charges and hire for tools,etc..complete.
OD179572/2024-2025:Shifting the public hydrants/house connections with 20 mm ASTM pipe from the existing line to the newly laid PVC line using suitable PVC clamp,20mm PVC adapter, 20mm PVC bend,20mm ASTM pipe etc.(after disconnecting the existing connection) including cost and conveyance of all materials and labour charges for earthwork, taking connection from the main line line etc. as per the direction of deptl. officers
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)
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