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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC | ₹2.0 L | L1 | Accepted-AOC First Lowest Quoted |
| 2 | L2₹2.2 LRejected-AOC | ₹2.2 L | L2 | Rejected-AOC Second Lowest Quoted |
Tender Value
₹2.2 L
EMD Value
₹5,506
Closing Date
26 May 2026, 3:00 pmClosed
AEE, Vadakkekkara
P H Sub P H Sub Division, VaDivision, Vadakkekkara
Annual Project 2025-26- Pipe line extension to improve water supply to Kaimathuruthi Pularinagar ( Project No 192/26)-Pipeline Work
2026_KWA_852060_1
WRD/KWA-CE(CR)/TR/1241/2026
Open Tender
Civil Works - Water Works
Percentage
180 days
Puthanvelikkara Panchayath
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
₹5,506
21 Jul 2026
20 May 2026
29 May 2026
20 May 2026
26 May 2026
20 May 2026
20 May 2026 - 26 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 |
|---|---|---|---|---|---|
| 1Working charges | |||||
| 1.001 | 15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road | - | sqm | 443.5 | - |
| 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 | - |
| 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. | - | cum | 678.19 | - |
| 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 | - |
| 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 | - |
| 1.006 | OD269444/2025-2026:Supplying 90mm dia pvc bend | - | no | 116.15 | - |
| 1.007 | OD269445/2025-2026:Charges for interconnection to 110/90/63 mm PVC line with Existing 90/110/140 mm PVC pipe and plugging existing line. | - | no | 2,378.44 | - |
| 1.008 | 100.31.1.1:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 80mm diameter, Class I. | - | no | 685.47 | - |
| 1.009 | 4.1.3: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 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | 9,235.97 | - |
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