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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.8 LAccepted-AOC | ₹4.8 L | 1 | Accepted-AOC First Lowest |
| 2 | 2₹4.8 LRejected-AOC | ₹4.8 L | 2 | Rejected-AOC Second Lowest |
| 3 | 3₹5.3 LRejected-AOC | ₹5.3 L | 3 | Rejected-AOC Third Lowest |
| Sl No | Description | Qty | Unit | UNNIKANNAN V L2 | V.P.JOJI L1 | AKHIL U L3 |
|---|---|---|---|---|---|---|
| 1.00Working Charges | ||||||
| 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. | 9 | cum | 650 ₹5,850 | 500 ₹4,500 Lowest | 700 ₹6,300 |
| 1.00 | 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. | 30 | metre | 100 ₹3,000 | 10 ₹300 Lowest | 110 ₹3,300 |
| 1.00 | 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 | 390 | metre | 1,100 ₹4,29,000 Lowest | 1,120 ₹4,36,800 | 1,200 ₹4,68,000 |
| 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) | 3 | cum | 2,400 ₹7,200 | 1,200 ₹3,600 Lowest | 2,600 ₹7,800 |
| 1.00 | 4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 3 | cum | 8,800 ₹26,400 | 8,000 ₹24,000 Lowest | 10,000 ₹30,000 |
| 2.00Cost of materials | ||||||
| 2.00 | 100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia. | 30 | metre | 143 ₹4,290 Lowest | 143 ₹4,290 Lowest | 150 ₹4,500 |
| 2.00 | 18.17.6:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore | 2 | each | 2,650 ₹5,300 Lowest | 2,793 ₹5,586 | 2,850 ₹5,700 |
| 2.00 | OD280339/2025-2026:Supply of 90mm PVC Specials | 30 | metre | 7.2 ₹216 | 7 ₹210 Lowest | 8 ₹240 |
Tender Value
₹5.0 L
EMD Value
₹12,590
Closing Date
9 Mar 2026, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Kerala Water Authority P.H Sub Division Chittur, Palakkad
MLA-SDF-CWSS to Nallepilly,Perumatty,Pattanchery and Elapully Grama Panchayaths - Karumbayankode -Supplying and Laying Distribution Main at Karumbayankode in Elapully Grama Panchayath-General Civil Work
2026_KWA_843277_1
19/2025-26/AEE/PHSD/CTR
Open Tender
Civil Works - Others
Item Wise
90 days
Karumbayankode in Elapully Grama Panchayath
Please Refer Tender Documents
7 documents required · 7 mandatory
₹1,110
₹12,590
8 Aug 2026
3 Mar 2026
10 Mar 2026
3 Mar 2026
9 Mar 2026
3 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Working Charges | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 2Cost of materials | |||||
| 2.001 | 100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia. | - | metre | - | - |
| 2.002 | 18.17.6:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore | - | each | - | - |
| 2.003 | OD280339/2025-2026:Supply of 90mm PVC Specials | - | metre | - | - |
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