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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.1 LAdmitted-Fee/PreQual/Technical/Finance AYKARAYIL PALIAKKARA NORTH THIRUVALLA 689101 | THIRUVALLA | PATHANAMTHITTA | KERALA | 689101 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹23.9 L+₹81,458.52 (3.53%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹25.8 L+₹2.7 L (11.9%)Admitted-Fee/PreQual/Technical/Finance NIL | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹30.0 L+₹6.9 L (30.0%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHAJU T S L4 | nil L3 | MUKUNDA KUMAR L2 | SYAM SOMAN 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) | 49.14 | cum | 2,466.59 ₹1,21,213.17 | 2,012 ₹98,873.7 | 1,812.18 ₹89,054.15 | 1,749.26 ₹85,962.13 Lowest |
| 1.00 | 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. | 99.84 | cum | 427.57 ₹42,688.16 | 348 ₹34,743.97 | 314.14 ₹31,363.42 | 303.22 ₹30,273.18 Lowest |
| 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. | 67.95 | sqm | 133.53 ₹9,073.36 | 110 ₹7,474.5 | 98.09 ₹6,665.22 | 94.67 ₹6,432.83 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. | 1,426.6 | cum | 530 ₹7,56,095.35 | 543 ₹7,74,641.09 | 488.3 ₹6,96,606.34 | 471.34 ₹6,72,411.29 Lowest |
| 1.00 | 100.9.6: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): 63 mm nominal outside diameter pipes. | 3,125.6 | metre | 100 ₹3,12,560 | 83 ₹2,59,424.8 | 75.1 ₹2,34,732.56 | 72.49 ₹2,26,574.74 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. | 147 | metre | 102.22 ₹15,026.34 | 83 ₹12,201 | 75.1 ₹11,039.7 | 72.49 ₹10,656.03 Lowest |
| 1.01 | 100.9.10: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): 140 mm nominal outside diameter pipes. | 12 | metre | 150 ₹1,800 | 160 ₹1,920 | 145.19 ₹1,742.28 | 140.14 ₹1,681.68 Lowest |
| 1.01 | OD317251/2025-2026:Interconnecting the existing 160/110/90/75/63/50 mm PVC to the newly laid 160/110/90/75/63/50 mm PVC by reducer, Tee, coupling or suitable Saddles with all specials including earthwork excavation, cost
of materials, labour ,etc complete as per the direction of Engineer In charge , | 27 | no | 665.14 ₹17,958.78 | 544 ₹14,688 | 488.67 ₹13,194.09 | 471.7 ₹12,735.9 Lowest |
| 1.01 | 100.31.2.2:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 100mm diameter, Class II. | 1 | no | 1,091.06 ₹1,091.06 | 1,133 ₹1,133 | 801.6 ₹801.6 | 773.76 ₹773.76 Lowest |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
17 Oct 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Water supply Division Kochi 18
DEPOSIT Eloor Municipality Extension of pipe line in wards 1 15 ward 18 19 ward 21 28 ward 32 in eloor municipality Supply and fixing of flow meter near manjummal regulator,valve chamber near ear companyppady and allied works Pipeline Work
2026_KWA_877863_1
KWA/WSD/CHN/6/2026-27
Open Tender
Civil Works - Water Works
Item Rate
180 days
Eloor Municipality
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹50,000
22 Oct 2026
12 Oct 2026
19 Oct 2026
12 Oct 2026
17 Oct 2026
12 Oct 2026
12 Oct 2026 - 17 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1working charges | |||||
| 1.001 | 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) | 49.14 | cum | - | - |
| 1.002 | 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. | 99.84 | cum | - | - |
| 1.003 | 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. | 67.95 | sqm | - | - |
| 1.004 | 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. | 1,426.6 | cum | - | - |
| 1.005 | 100.9.6: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): 63 mm nominal outside diameter pipes. | 3,125.6 | 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. | 147 | metre | - | - |
| 1.007 | 100.9.10: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): 140 mm nominal outside diameter pipes. | 12 | metre | - | - |
| 1.008 | OD317251/2025-2026:Interconnecting the existing 160/110/90/75/63/50 mm PVC to the newly laid 160/110/90/75/63/50 mm PVC by reducer, Tee, coupling or suitable Saddles with all specials including earthwork excavation, cost
of materials, labour ,etc complete as per the direction of Engineer In charge , | 27 | no | - | - |
| 1.009 | 100.31.2.2:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 100mm diameter, Class II. | 1 | no | - | - |
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