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Tender Value
₹21.1 L
EMD Value
₹50,000
Closing Date
27 Jun 2026, 3:00 pm2d left
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer
KWA, PH Division, Kayamkulam
State Plan- 2025-26- Rehabilitation/Improvements of Urban Water Supply Schemes- UWSS to Kayamkulam- Renovation of 12.00 MLD WTP at Pathiyoor- Providing scour line
2026_KWA_856400_1
WRD/KWA-CE(CR)/TR/7975/2025_26
Open Tender
Civil Works - Water Works
180 days
Pathiyoor GP
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,760
₹50,000
19 Jun 2026
19 Jun 2026
29 Jun 2026
19 Jun 2026
27 Jun 2026
19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1APPENDIX A :- LAYING SCOUR LINE | ||||||
| 1.001 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | - | metre | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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 | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 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 | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 1 | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 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 | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 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 | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete. | 1 | Kwh | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 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 | - | - | BI01010001010000000000000515BI0100001122 |
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