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Tender Value
₹12.0 L
EMD Value
₹30,098
Closing Date
5 Sept 2026, 3:00 pm
Assistant Executive Engineer
Water Works Central Sub Division
DEPOSIT Improvement of the water supply distribution network in Jagathy Ward for ensuring reliable water supply by means of replacement laying and necessary alterations of existing and newly proposed pipelines Pipeline work
2026_KWA_866349_1
WRD/KWA-CE(SR)/TR/11637/2026
Open Tender
Civil Works - Water Works
Item Rate
45 days
Vellayambalam
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹30,098
Yes
21 Aug 2026
21 Aug 2026
7 Sept 2026
21 Aug 2026
5 Sept 2026
21 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Dismantling and Earthwork | |||||
| 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 | - | - |
| 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 | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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) | - | cum | - | - |
| 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 | - | - |
| 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 | - | - |
| 2Supply, Laying and Alterations | |||||
| 2.001 | 100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia. | - | metre | - | - |
| 2.002 | 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 | - | - |
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