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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAdmitted-Fee/PreQual/Technical/Finance | ₹4.1 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.2 CrAdmitted-Fee/PreQual/Technical/Finance | ₹4.2 Cr | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.3 CrAdmitted-Fee/PreQual/Technical/Finance | ₹4.3 Cr | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹4.7 CrAdmitted-Fee/PreQual/Technical/Finance | ₹4.7 Cr | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | BABURAJ P K L1 | Mariya Constructions L4 | VINODAN K L2 | AFJI CONSTRUCTIONS PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|---|
| 1.00Appendix-A-Supplying and laying Gravity main-Cost of materials | |||||||
| 1.00 | 100.98.124:Supply of DI K9 Pipe Conforming to IS 8329/2000, 600mm Dia. | 2,120 | metre | 13,300 ₹2,81,96,000 | 15,750 ₹3,33,90,000 | 13,280 ₹2,81,53,600 Lowest | 13,835.97 ₹2,93,32,256.4 |
| 1.00 | 100.98.468:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 600mm. | 3 | no | 2,00,000 ₹6,00,000 Lowest | 2,21,500 ₹6,64,500 | 2,10,000 ₹6,30,000 | 2,24,378.58 ₹6,73,135.74 |
| 1.00 | 100.98.456:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS2, Size 150mm. | 1 | no | 15,000 ₹15,000 Lowest | 17,900 ₹17,900 | 15,000 ₹15,000 Lowest | 16,232.57 ₹16,232.57 |
| 1.00 | 100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm. | 1 | no | 10,000 ₹10,000 Lowest | 10,750 ₹10,750 | 10,000 ₹10,000 Lowest | 10,509.25 ₹10,509.25 |
| 1.00 | 100.98.461:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm. | 1 | no | 16,000 ₹16,000 Lowest | 18,000 ₹18,000 | 16,000 ₹16,000 Lowest | 17,587.9 ₹17,587.9 |
| 2.00Appendix-B-Supplying and laying Gravity main-Working charges | |||||||
| 2.00 | 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. | 2,289.6 | cum | 670 ₹15,34,032 | 680 ₹15,56,928 | 780 ₹17,85,888 | 658.3 ₹15,07,243.68 Lowest |
| 2.00 | 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. | 1,144.8 | cum | 840 ₹9,61,632 Lowest | 950 ₹10,87,560 | 900 ₹10,30,320 | 971.02 ₹11,11,623.7 |
| 2.00 | 100.2.7: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 Medium Rock where Blasting is Prohibited. | 381.6 | cum | 1,300 ₹4,96,080 Lowest | 1,530 ₹5,83,848 | 1,500 ₹5,72,400 | 1,614.41 ₹6,16,058.86 |
Tender Value
₹4.2 Cr
EMD Value
₹1 L
Closing Date
4 Aug 2026, 3:00 pmClosed
SE
KWA,PHC,Kannur
State Plan 2025 26 WSS to Thalassery Muncipality Rehabilitation Improvement Works of Urban Water Supply Schemes UWSS Providing Dedicated water supply to Kodiyeri Zone I and Paral Zone II Supplying and Laying Gravity Main Reach II Pipeline Work
2026_KWA_862171_1
04/2026-27/PHC/KNR
Open Tender
Civil Works - Water Works
Item Rate
240 days
Thalassery
Please refer Tender documents.
5 documents required · 5 mandatory
₹8,270
₹1 L
5 Aug 2026
23 Jul 2026
5 Aug 2026
23 Jul 2026
4 Aug 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix-A-Supplying and laying Gravity main-Cost of materials | |||||
| 1.001 | 100.98.124:Supply of DI K9 Pipe Conforming to IS 8329/2000, 600mm Dia. | - | metre | - | - |
| 1.002 | 100.98.468:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 600mm. | - | no | - | - |
| 1.003 | 100.98.456:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS2, Size 150mm. | - | no | - | - |
| 1.004 | 100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm. | - | no | - | - |
| 1.005 | 100.98.461:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm. | - | no | - | - |
| 2Appendix-B-Supplying and laying Gravity main-Working charges | |||||
| 2.001 | 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 | cum | - | - |
| 2.002 | 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. | 1 | cum | - | - |
| 2.003 | 100.2.7: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 Medium Rock where Blasting is Prohibited. | - | cum | - | - |
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