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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹73.6 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹75.7 L+₹2.1 L (2.90%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹76.5 L+₹2.9 L (3.95%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹78.4 L+₹4.8 L (6.55%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹80.6 L+₹7.0 L (9.57%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Sunny L4 | jeshil.p L2 | JYOTHIBASU V L3 | AMBUJAKSHAN K L1 | HARIS PT L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A: Supply laying testing and commissioning of Distribution lines at various locations in Sulthan Bathery Municipality | ||||||||
| 1.00 | 100.98.233:Supply of PVC Pipe, 10kg/cm2, 50mm Dia. | 1,000 | metre | 69.12 ₹69,120 | 72.92 ₹72,920 | 67.4 ₹67,400 | 64.89 ₹64,890 Lowest | 71.09 ₹71,090 |
| 1.00 | 100.98.234:Supply of PVC Pipe, 10kg/cm2, 63mm Dia. | 3,000 | metre | 107.35 ₹3,22,050 | 113.25 ₹3,39,750 | 104.7 ₹3,14,100 | 100.79 ₹3,02,370 Lowest | 110.41 ₹3,31,230 |
| 1.00 | 100.98.235:Supply of PVC Pipe, 10kg/cm2, 75mm Dia. | 2,000 | metre | 154.14 ₹3,08,280 | 162.61 ₹3,25,220 | 150.39 ₹3,00,780 | 144.5 ₹2,89,000 Lowest | 158.53 ₹3,17,060 |
| 1.00 | OD115969/2026-2027:Add 3% for PVC Specials. | 7,37,890 | L.S | 0.03 ₹22,136.7 Lowest | 0.03 ₹22,136.7 Lowest | 0.03 ₹22,136.7 Lowest | 0.03 ₹22,136.7 Lowest | 0.03 ₹22,136.7 Lowest |
| 1.00 | 100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm. | 4 | no | 1,996.09 ₹7,984.36 | 2,105 ₹8,420 | 1,947.65 ₹7,790.6 | 1,873.4 ₹7,493.6 Lowest | 2,052.94 ₹8,211.76 |
| 1.01 | OD115964/2026-2027:Dismantling manually / by mechanical means including disposal of unserviceable material within 50 meters lead as per direction of Engineer -in-Charge: Bituminous road | 875 | sqm | 95.75 ₹83,781.25 | 80 ₹70,000 Lowest | 93.42 ₹81,742.5 | 90 ₹78,750 | 98.47 ₹86,161.25 |
| 1.01 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 180 | cum | 1,375.21 ₹2,47,537.8 | 1,100 ₹1,98,000 Lowest | 1,341.8 ₹2,41,524 | 1,291.2 ₹2,32,416 | 1,414.38 ₹2,54,588.4 |
| 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. | 2,380 | cum | 600 ₹14,28,000 | 575 ₹13,68,500 | 585.27 ₹13,92,942.6 | 563.3 ₹13,40,654 Lowest | 617.09 ₹14,68,674.2 |
| 1.01 | 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. | 595 | cum | 885.03 ₹5,26,592.85 | 700 ₹4,16,500 Lowest | 863.5 ₹5,13,782.5 | 830.9 ₹4,94,385.5 | 910.23 ₹5,41,586.85 |
Tender Value
₹82.7 L
EMD Value
₹50,000
Closing Date
18 Sept 2026, 3:00 pmClosed
T.K. Jithesh, Executive Engineer
PH Division, Sulthan Bathery
State Plan-(2026-2027 )- Rehabilitation/Improvement works of UWSS - CWSS to Sulthan Bathery, Noolpuzha and Muttil - Pipe line extension to Wards 4, 6, 27 and 31 in Sulthan Bathery(M)-Pipeline Work
2026_KWA_869184_1
WRD/KWA-CE(NR)/TR10/3889/2026
Open Tender
Civil Works - Water Works
Item Rate
Sulthan Bathery
Please refer Tender documents.
9 documents required · 9 mandatory
₹3,300
₹50,000
22 Sept 2026
11 Sept 2026
19 Sept 2026
11 Sept 2026
18 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A: Supply laying testing and commissioning of Distribution lines at various locations in Sulthan Bathery Municipality | |||||
| 1.001 | 100.98.233:Supply of PVC Pipe, 10kg/cm2, 50mm Dia. | 1,000 | metre | - | - |
| 1.002 | 100.98.234:Supply of PVC Pipe, 10kg/cm2, 63mm Dia. | 3,000 | metre | - | - |
| 1.003 | 100.98.235:Supply of PVC Pipe, 10kg/cm2, 75mm Dia. | 2,000 | metre | - | - |
| 1.004 | OD115969/2026-2027:Add 3% for PVC Specials. | 7,37,890 | L.S | - | - |
| 1.005 | 100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm. | 4 | no | - | - |
| 1.006 | OD115964/2026-2027:Dismantling manually / by mechanical means including disposal of unserviceable material within 50 meters lead as per direction of Engineer -in-Charge: Bituminous road | 875 | sqm | - | - |
| 1.007 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 180 | cum | - | - |
| 1.008 | 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. | 2,380 | cum | - | - |
| 1.009 | 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. | 595 | cum | - | - |
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