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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.9 LAccepted-Finance | ₹24.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹26.2 LAccepted-Finance | ₹26.2 L | L2 | Accepted-Finance L2 |
| 3 | L3₹28.7 LAccepted-Finance | ₹28.7 L | L3 | Accepted-Finance L3 |
| 4 | L4₹28.8 LAccepted-Finance | ₹28.8 L | L4 | Accepted-Finance L4 |
| 5 | L5₹29.5 LAccepted-Finance | ₹29.5 L | L5 | Accepted-Finance L5 |
| Sl No | Description | Qty | Unit | Anil Kumar L6 | DENNY DANIEL L2 | Amal raj L5 | SYAM SANKER L1 | Jipin John Abraham L3 | Dhebasish K S L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Pumping lines & Distribution lines | |||||||||
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 5 | cum | 2,139.4 ₹10,697 | 1,882.5 ₹9,412.5 | 1,000 ₹5,000 | 1,200 ₹6,000 | 2,516.93 ₹12,584.65 | 2,063.88 ₹10,319.4 |
| 1.00 | 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. | 885.62 | cum | 577.19 ₹5,11,173.89 | 507 ₹4,49,011.88 | 603 ₹5,34,031.88 | 350 ₹3,09,968.75 | 356.09 ₹3,15,362.21 | 556.11 ₹4,92,504.92 |
| 1.00 | 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. | 272.5 | cum | 850.36 ₹2,31,723.1 | 748 ₹2,03,830 | 890 ₹2,42,525 | 380 ₹1,03,550 | 525.25 ₹1,43,130.63 | 820.29 ₹2,23,529.03 |
| 1.00 | 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. | 204.38 | cum | 1,413.36 ₹2,88,855.45 | 1,244 ₹2,54,242.5 | 800 ₹1,63,500 | 400 ₹81,750 | 873.28 ₹1,78,476.6 | 1,363.82 ₹2,78,730.71 |
| 1.00 | OD225920/2024-2025:Supply of PVC Pipe, 12.5kg/cm2, 90mm Dia. | 2,500 | metre | 128.16 ₹3,20,400 | 113 ₹2,82,500 | 135 ₹3,37,500 | 270 ₹6,75,000 | 150.77 ₹3,76,925 | 123.63 ₹3,09,075 |
| 1.01 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. | 2,500 | metre | 88.67 ₹2,21,675 | 78 ₹1,95,000 | 92 ₹2,30,000 | 55 ₹1,37,500 | 104.31 ₹2,60,775 | 85.53 ₹2,13,825 |
| 1.01 | OD223907/2024-2025:Cost of PVC specials (Bends,Tee,coupler, Tailpiece,end caps etc ) 3% cost of pipe. | 2,500 | metre | 4.52 ₹11,300 | 3.3 ₹8,250 | 4 ₹10,000 | 8 ₹20,000 | 4.52 ₹11,300 | 3.7 ₹9,250 |
| 1.01 | 18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore | 350 | metre | 979.69 ₹3,42,891.5 | 862.1 ₹3,01,735 | 1,025 ₹3,58,750 | 835 ₹2,92,250 | 1,152.57 ₹4,03,399.5 | 945.1 ₹3,30,785 |
| 1.01 | 18.46.8:Providing and fixing G.I. Union in G.I pipe including cutting and threading the pipe and making long screws etc. complete ( New work):80 mm nominal bore | 2 | each | 1,300 ₹2,600 | 995 ₹1,990 | 1,180 ₹2,360 | 950 ₹1,900 | 698.77 ₹1,397.54 | 1,091.28 ₹2,182.56 |
Tender Value
₹35.1 L
EMD Value
₹50,000
Closing Date
12 Jun 2026, 2:00 pmClosed
Executive Engineer
Kerala Water Authority PH Division Pathanmthitta
DEPOSIT Aruvappulam Grama Panchayath- Vayakkara Water Supply Scheme Ward 5 Phase 2 GL Tank Pump set Pumping lines and Distribution lines-Pipeline Work
2026_KWA_854597_1
03/2026-27/EE/PH/PTA
Open Tender
Civil Works - Water Works
180 days
Aruvapulam grama panchyath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
17 Jun 2026
6 Jun 2026
15 Jun 2026
6 Jun 2026
12 Jun 2026
6 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Pumping lines & Distribution lines | |||||
| 1.001 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | cum | - | - |
| 1.002 | 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. | - | cum | - | - |
| 1.003 | 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. | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD225920/2024-2025:Supply of PVC Pipe, 12.5kg/cm2, 90mm Dia. | - | metre | - | - |
| 1.006 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. | - | metre | - | - |
| 1.007 | OD223907/2024-2025:Cost of PVC specials (Bends,Tee,coupler, Tailpiece,end caps etc ) 3% cost of pipe. | - | metre | - | - |
| 1.008 | 18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore | - | metre | - | - |
| 1.009 | 18.46.8:Providing and fixing G.I. Union in G.I pipe including cutting and threading the pipe and making long screws etc. complete ( New work):80 mm nominal bore | - | each | - | - |
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