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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | ₹3.0 L | L1 | Accepted-AOC first lowest rate quoted bid accepted |
| 2 | L2₹3.1 LRejected-AOC | ₹3.1 L | L2 | Rejected-AOC second lowest rate quoted bid rejected |
| 3 | L3₹3.3 LRejected-Finance | ₹3.3 L | L3 | Rejected-Finance Third lowest rate |
| Sl No | Description | Qty | Unit | Roopesh K Rajappan L1 | ABDUL KARIM K M L2 | L3 |
|---|---|---|---|---|---|---|
| 1.00DEMOLITION OF EXISTING CONCRETE WAY AND EARTH WORKS | ||||||
| 1.00 | 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) | 18 | cum | 1,475.15 ₹26,552.70 | 1,554.43 ₹27,979.74 | 1,632.15 ₹29,378.70 |
| 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. | 79.2 | cum | 949.34 ₹75,187.73 | 1,000.36 ₹79,228.51 | 1,050.37 ₹83,189.30 |
| 1.00 | 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. | 120 | metre | 30.59 ₹3,670.80 | 32.23 ₹3,867.60 | 33.84 ₹4,060.80 |
| 2.00PIPELINE WORKS | ||||||
| 2.00 | OD25402/2025-2026:PVC Pipe, 12.5kg/cm2, 160mm Dia. | 120 | metre | 1,267.61 ₹1.5 L | 1,335.73 ₹1.6 L | 1,402.51 ₹1.7 L |
| 2.00 | 100.9.11: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): 160 mm nominal outside diameter pipes. | 120 | metre | 230.56 ₹27,667.20 | 242.95 ₹29,154 | 255.09 ₹30,610.80 |
| 2.00 | OD25327/2025-2026:Interconnecting the newly laid 160mm PVC pipe with the existing 160mm Pvc pipe
including cost of all labour charges,earth work excavation in all classes of soil for
exposing the main pipe, by using 160mm PVC Coupling etc 160mm CIR Joint, etc
,excluding cost of materials , etc complete as per the direction of deptl. officers | 2 | no | 1,475.2 ₹2,950.40 | 1,554.48 ₹3,108.96 | 1,632.2 ₹3,264.40 |
| 2.00 | OD25395/2025-2026: supplying and fixing 45 degree 160mm PVC bend , 12.5 kg/cm2 at site | 8 | no | 442.63 ₹3,541.04 | 466.42 ₹3,731.36 | 489.74 ₹3,917.92 |
| 2.00 | OD25400/2025-2026:160mm CIR Joint | 4 | Sets | 1,265.97 ₹5,063.88 | 1,334 ₹5,336 | 1,400 ₹5,600 |
Updated dates
Tender Value
₹3.1 L
EMD Value
₹7,817
Closing Date
20 Feb 2026, 3:00 pmClosed
Assistant Executive Engineer,
PH Sub Division Adimaly
Deposit Work Adimaly Grama Panchayath Replacement of gravity main with 160mm pvc pipe at S curve in Adimaly Thalamali road in Adimaly Grama Panchayath
2026_KWA_832268_1
22/WRD/KWA-CE(CR)/TR/27611
Open Tender
Civil Works - Water Works
Adimaly
Please refer Tender documents.
6 documents required · 6 mandatory
₹690
₹7,817
9 Mar 2026
31 Jan 2026
23 Feb 2026
31 Jan 2026
20 Feb 2026
31 Jan 2026
31 Jan 2026 - 20 Feb 2026
DEMOLITION OF EXISTING CONCRETE WAY AND EARTH WORKS
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)
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.
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.
PIPELINE WORKS
OD25402/2025-2026:PVC Pipe, 12.5kg/cm2, 160mm Dia.
100.9.11: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): 160 mm nominal outside diameter pipes.
OD25327/2025-2026:Interconnecting the newly laid 160mm PVC pipe with the existing 160mm Pvc pipe including cost of all labour charges,earth work excavation in all classes of soil for exposing the main pipe, by using 160mm PVC Coupling etc 160mm CIR Joint, etc ,excluding cost of materials , etc complete as per the direction of deptl. officers
OD25395/2025-2026: supplying and fixing 45 degree 160mm PVC bend , 12.5 kg/cm2 at site
OD25400/2025-2026:160mm CIR Joint
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