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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 CrAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.1 Cr+₹22.3 L (4.61%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MOHAMMED ALI L2 | AFJI CONSTRUCTIONS PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00Interconnection between existing clear water pumping main and distribution main near to the Edathirinji tank at Padiyur Grama panchayath | |||||
| 1.00 | 100.98.116:Supply of DI K9 Pipe Conforming to IS 8329/2000, 150mm Dia. | 25 | metre | 2,500 ₹62,500 | 2,287 ₹57,175 Lowest |
| 1.00 | 100.98.484:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 150mm. | 2 | no | 15,000 ₹30,000 | 10,741 ₹21,482 Lowest |
| 1.00 | 100.98.486:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 250mm. | 1 | no | 30,000 ₹30,000 | 27,937 ₹27,937 Lowest |
| 1.00 | 100.98.466:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 450mm. | 1 | no | 1,50,000 ₹1,50,000 | 1,28,765 ₹1,28,765 Lowest |
| 1.00 | 18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia | 8.96 | quintal | 25,000 ₹2,24,000 | 22,353 ₹2,00,282.88 Lowest |
| 1.01 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | 10 | metre | 35 ₹350 | 28 ₹280 Lowest |
| 1.01 | 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. | 19.25 | cum | 700 ₹13,475 Lowest | 705 ₹13,571.25 |
| 1.01 | 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. | 15 | metre | 45 ₹675 | 33 ₹495 Lowest |
| 1.01 | 100.14.2:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 150mm diameter Ductile Iron Class K-9 Pipes. | 25 | metre | 135 ₹3,375 | 113 ₹2,825 Lowest |
Tender Value
₹4.7 Cr
EMD Value
₹1 L
Closing Date
22 Sept 2026, 3:00 pmClosed
Superintending Engineer
SE,KWA,PHC,TSR
Jal Jeevan Mission (JJM) Additional Proposals 2022 2023 RDWSS to Kattoor Padiyur Poomanaglam and adjoining villages Construction of 5LL OHSR at Edathirinji in Padiyur Grama Panchayth Pipeline Work
2026_KWA_869550_1
12/SE/PHC/TSR/2026-27
Open Tender
Civil Works - Water Works
Item Rate
180 days
Edathirinji
Please refer Tender documents.
6 documents required · 6 mandatory
₹8,270
₹1 L
Yes
23 Sept 2026
14 Sept 2026
23 Sept 2026
14 Sept 2026
22 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Interconnection between existing clear water pumping main and distribution main near to the Edathirinji tank at Padiyur Grama panchayath | |||||
| 1.001 | 100.98.116:Supply of DI K9 Pipe Conforming to IS 8329/2000, 150mm Dia. | 25 | metre | - | - |
| 1.002 | 100.98.484:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 150mm. | 2 | no | - | - |
| 1.003 | 100.98.486:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 250mm. | 1 | no | - | - |
| 1.004 | 100.98.466:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 450mm. | 1 | no | - | - |
| 1.005 | 18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia | 8.96 | quintal | - | - |
| 1.006 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | 10 | metre | - | - |
| 1.007 | 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. | 19.25 | cum | - | - |
| 1.008 | 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. | 15 | metre | - | - |
| 1.009 | 100.14.2:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 150mm diameter Ductile Iron Class K-9 Pipes. | 25 | metre | - | - |
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