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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-AOC | ₹6.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.3 LRejected-AOC | ₹6.3 L | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical CHAMANAPASSIL HOUSE CRAV 25 VELLAPPALLY KOCHI 28 | KOCHI | ERNAKULAM | KERALA | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Biju Mathew L2 | UNNIKRISHNAN L3 | NITHIN K P L1 |
|---|---|---|---|---|---|---|
| 1.00Working charges | ||||||
| 1.00 | 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 | 293 | sqm | 321.54 ₹94,211.22 | 280 ₹82,040 | 250 ₹73,250 Lowest |
| 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. | 299.97 | cum | 491.69 ₹1,47,492.25 | 475 ₹1,42,485.75 Lowest | 678 ₹2,03,379.66 |
| 1.00 | OD86112/2025-2026:Relaying old cement concrete interlocking paver blocks (damaged paver blocks has to be replaced with new one) of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc complete as per the direction of Engineer-in-charge. (PCC laying may be measured separately) | 10 | cum | 549.83 ₹5,498.3 | 192 ₹1,920 Lowest | 500 ₹5,000 |
| 1.00 | 2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m | 28 | sqm | 120.82 ₹3,382.96 | 115 ₹3,220 | 50 ₹1,400 Lowest |
| 1.00 | 100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals. | 140 | metre | 81.19 ₹11,366.6 | 25 ₹3,500 Lowest | 60 ₹8,400 |
| 1.01 | 100.98.1008:Engaging Coolie. | 3 | no | 784.58 ₹2,353.74 | 833 ₹2,499 | 500 ₹1,500 Lowest |
| 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. | 606 | metre | 75.62 ₹45,825.72 Lowest | 93 ₹56,358 | 104.31 ₹63,211.86 |
| 1.01 | OD83585/2025-2026:Interconnection of newly laid pipeline (90 mm PVC) with already existing 90 mm dia PVC pipe including all specials, pipes, earth work etc for the successful completion of work as per direction of department officers | 1 | no | 1,440.81 ₹1,440.81 | 1,078 ₹1,078 | 750 ₹750 Lowest |
| 1.01 | OD83642/2025-2026:Taking interconnection from the existing 110 - 160 mm PVC/HDPE line with newly laid 90-110 mm PVC line with suitable specials such as Tee, Saddle etc., including all earth work excavation | 1 | no | 1,800 ₹1,800 | 1,309 ₹1,309 | 1,000 ₹1,000 Lowest |
Tender Value
₹8.7 L
EMD Value
₹21,848
Closing Date
2 Mar 2026, 1:00 pmClosed
Assistant Executive Engineer
P.H.SUBDIVISION,KWA, EDATHUA
Deposit work 2025-26 Alappuzha district panchayat, Thalavadygramapanchayat W-14 in Champakulam Block.-KWSS toThalavady-Relaying 90mmPVC/HDPE line to Kariserippadi and Punnaseripadi to CSI Church.-Pipeline WorkPunnaseripadi to CSI Church.-Pipe
2026_KWA_839393_1
13/AEE/EDVA/2025-26/17920
Open Tender
Civil Works - Water Works
Item Rate
90 days
Thalavady Ward 14
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,930
₹21,848
22 Jul 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
2 Mar 2026
24 Feb 2026
24 Feb 2026 - 2 Mar 2026
| 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 | - | - |
| 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 | OD86112/2025-2026:Relaying old cement concrete interlocking paver blocks (damaged paver blocks has to be replaced with new one) of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc complete as per the direction of Engineer-in-charge. (PCC laying may be measured separately) | - | cum | - | - |
| 1.004 | 2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m | - | sqm | - | - |
| 1.005 | 100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals. | - | metre | - | - |
| 1.006 | 100.98.1008:Engaging Coolie. | - | no | - | - |
| 1.007 | 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 | - | - |
| 1.008 | OD83585/2025-2026:Interconnection of newly laid pipeline (90 mm PVC) with already existing 90 mm dia PVC pipe including all specials, pipes, earth work etc for the successful completion of work as per direction of department officers | - | no | - | - |
| 1.009 | OD83642/2025-2026:Taking interconnection from the existing 110 - 160 mm PVC/HDPE line with newly laid 90-110 mm PVC line with suitable specials such as Tee, Saddle etc., including all earth work excavation | - | no | - | - |
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