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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹20.5 L+₹47,374.68 (2.36%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Raju N K L2 | SURESH SANTHIVIHAR L1 |
|---|---|---|---|---|---|
| 1.00Appendix A: Providing dedicated transmission main cost of materials | |||||
| 1.00 | 100.98.239:Supply of PVC Pipe, 10kg/cm2, 160mm Dia. | 350 | metre | 710 ₹2,48,500 | 695 ₹2,43,250 Lowest |
| 1.00 | OD112955/2026-2027:Add 3% for PVC Specials. | 2,50,827.5 | L.S | 0.03 ₹7,524.83 Lowest | 0.03 ₹7,524.83 Lowest |
| 1.00 | 100.98.441:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm. | 1 | no | 2,400 ₹2,400 | 2,384 ₹2,384 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 | 10,400 ₹20,800 | 10,025.68 ₹20,051.36 Lowest |
| 2.00Appendix B: Providing dedicated transmission main Working charges | |||||
| 2.00 | OD111718/2026-2027:Dismantling manually / by mechanical means including disposal of unserviceable material within 50 meters lead as per direction of Engineer -in-Charge: Bituminous road | 108 | sqm | 100 ₹10,800 | 98 ₹10,584 Lowest |
| 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. | 176.4 | cum | 630 ₹1,11,132 | 614 ₹1,08,309.6 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. | 44.1 | cum | 930 ₹41,013 | 905.65 ₹39,939.17 Lowest |
| 2.00 | 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. | 100 | metre | 31 ₹3,100 | 29.75 ₹2,975 Lowest |
Tender Value
₹20.7 L
EMD Value
₹50,000
Closing Date
19 Sept 2026, 6:00 pmClosed
T.K. Jithesh, Executive Engineer
PH Division, Sulthan Bathery
State Plan-(2026-2027 )-Water Supply Scheme to Specified Institutions - CWSS to Sulthan Bathery, Noolpuzha and Muttil - Provinding dedicated line to Taluk hospital in Sulthan Bathery(M)-Pipeline Work
2026_KWA_869148_1
WRD/KWA-CE(NR)/TR09/3889/2026
Open Tender
Civil Works - Water Works
Item Rate
Taluk Hospital Bathery
Please refer Tender documents.
9 documents required · 9 mandatory
₹3,300
₹50,000
22 Sept 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
19 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A: Providing dedicated transmission main cost of materials | |||||
| 1.001 | 100.98.239:Supply of PVC Pipe, 10kg/cm2, 160mm Dia. | 350 | metre | - | - |
| 1.002 | OD112955/2026-2027:Add 3% for PVC Specials. | 2,50,827.5 | L.S | - | - |
| 1.003 | 100.98.441:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm. | 1 | no | - | - |
| 1.004 | 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 | - | - |
| 2Appendix B: Providing dedicated transmission main Working charges | |||||
| 2.001 | OD111718/2026-2027:Dismantling manually / by mechanical means including disposal of unserviceable material within 50 meters lead as per direction of Engineer -in-Charge: Bituminous road | 108 | sqm | - | - |
| 2.002 | 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. | 176.4 | cum | - | - |
| 2.003 | 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. | 44.1 | cum | - | - |
| 2.004 | 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. | 100 | metre | - | - |
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