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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | ₹3.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.2 LRejected-AOC | ₹3.2 L | L2 | Rejected-AOC L2 |
| 3 | L3₹3.2 LRejected-AOC | ₹3.2 L | L3 | Rejected-AOC L3 |
| 4 | L4₹3.4 LRejected-AOC | ₹3.4 L | L4 | Rejected-AOC L4 |
Tender Value
Refer Docs
EMD Value
₹8,055
Closing Date
19 May 2026, 3:00 pmClosed
AEE W S Subdivision N Paravur
AEE,W.S.Sub Division, North Paravur
DEPOSIT Edappally Block Panchayath Elamkunnapp uzha Panchayath Laying 90mm PVC pipe on A. G Velayudhan Road in ward 14 Pipeline Work
2026_KWA_850524_1
WRD/KWA-CE(CR)/TR/22269/2024
Open Tender
Civil Works - Others
180 days
Elamkunnappuzha Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹710
Yes
₹8,055
Yes
20 Jun 2026
13 May 2026
22 May 2026
13 May 2026
19 May 2026
13 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Working charges | ||||||
| 1.001 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | - | sqm | 136.23 | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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 | 2,516.93 | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 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. | 1 | cum | 678.19 | ₹677.51 | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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. | - | metre | 32.23 | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 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 | 104.31 | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 100.98.1008:Engaging Coolie. | - | no | 1,082.18 | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | OD118691/2024-2025:Shifting the existing house connection to newly laid 90mm pvc pipe by using 20mm pvc pipe, 90mm pvc saddle including earthwork excavation, bailing out from trenches, cost of materials and labour charges etc. | - | no | 1,757.48 | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | OD118692/2024-2025:Interconnecting the existing 63mm PVC branch connection to newly laid 90mm PVC pipe including the cost of materials and labour charges etc. complete as per the direction of departmental officers | - | no | 4,084.76 | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | OD118693/2024-2025:Interconnection of existing 110mm PVC pipe x newly laid 90mm PVC pipe including charges of road cutting, earthwork excavation, bailing out water from the trenches, fencing etc. and all labour charges and cost of materials and road concreting after work | - | no | 6,005.08 | - | BI01010001010000000000000515BI0100001122 |
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