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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 CrAdmitted-Fee/PreQual/Technical/Finance | ₹3.8 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.3 CrAdmitted-Fee/PreQual/Technical/Finance | ₹4.3 Cr | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.4 CrAdmitted-Fee/PreQual/Technical/Finance | ₹4.4 Cr | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Mariya Constructions L2 | VINODAN K L1 | Evatec Engineers & Contractors Pvt Ltd 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. | 1,930 | metre | 15,040 ₹2,90,27,200 | 13,000 ₹2,50,90,000 Lowest | 14,900 ₹2,87,57,000 |
| 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. | 2 | no | 2,28,700 ₹4,57,400 | 2,00,000 ₹4,00,000 Lowest | 2,41,630 ₹4,83,260 |
| 1.00 | 100.98.452:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 150mm. | 2 | no | 17,900 ₹35,800 | 17,000 ₹34,000 Lowest | 19,100 ₹38,200 |
| 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. | 2 | no | 10,800 ₹21,600 | 10,000 ₹20,000 Lowest | 11,300 ₹22,600 |
| 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 | 18,100 ₹18,100 | 16,000 ₹16,000 Lowest | 18,900 ₹18,900 |
| 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. | 2,084.4 | cum | 710 ₹14,79,924 | 635 ₹13,23,594 Lowest | 700 ₹14,59,080 |
| 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. | 1,042.2 | cum | 840 ₹8,75,448 Lowest | 840 ₹8,75,448 Lowest | 1,000 ₹10,42,200 |
| 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. | 347.4 | cum | 1,400 ₹4,86,360 | 1,300 ₹4,51,620 Lowest | 1,700 ₹5,90,580 |
Tender Value
₹4.0 Cr
EMD Value
₹1 L
Closing Date
29 Jul 2026, 3:00 pmClosed
SE
KWA,PHC,Kannur
State Plan 2025 26 WSS to Thalassery Muncipality Optimization of Production and Transmission Providing Dedicated water supply to Kodiyeri Zone I Paral Zone-II Supplying and Laying Gravity Main Reach-I Pipeline Work
2026_KWA_861833_1
03/2026-27/PHC/KNR
Open Tender
Civil Works - Water Works
Item Rate
365 days
Thalassery
Please refer Tender documents.
6 documents required · 6 mandatory
₹8,270
Yes
₹1 L
30 Jul 2026
22 Jul 2026
30 Jul 2026
22 Jul 2026
29 Jul 2026
22 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 | 100.98.452:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, 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. | - | 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. | - | 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. | 1 | cum | - | - |
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