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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹72.9 L
EMD Value
₹50,000
Closing Date
17 Oct 2026, 3:00 pm2d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Executive Engineer
Executive Engineer, Sewerage Division, Kerala Water Authority,Pattoor. Thiruvananthapuram
State Plan 2024 25 TSS D Block Zone II Risk Cost Supplying conveying laying and jointing 700mm dia RCC NP3 pipe sewer trunk main II from Murinjapalam to Kannamoola Ch 342 m to 572 m under Sewerage Project section Plammoodu Sewerage Work
2026_KWA_878367_1
WRD/KWA-CE(SR)/TR/2801/2025
Open Tender
Civil Works - Others
Item Rate
180 days
Thiruvananthapuram
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,760
Yes
₹50,000
Yes
12 Oct 2026
12 Oct 2026
19 Oct 2026
12 Oct 2026
17 Oct 2026
12 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Laying Sewer lines | |||||
| 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. | 12 | metre | - | - |
| 1.002 | 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. | 4.33 | cum | - | - |
| 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. | 12 | sqm | - | - |
| 1.004 | 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. | 581.36 | cum | - | - |
| 1.005 | 100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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. | 581.36 | cum | - | - |
| 1.006 | 100.1.3:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 3m but not exceeding 4.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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. | 179.9 | cum | - | - |
| 1.007 | 100.1.4:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 4.5m but not exceeding 6m, 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. | 33.26 | cum | - | - |
| 1.008 | 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. | 470 | metre | - | - |
| 1.009 | OD120382/2026-2027:Providing steel sheet shoring to the sides of the trenches to depths up to 4.00m using 5mm M.S. Sheet 0.50m wide stiffen on edges with 50mm x 50mm x 6mm M.S. angles driving down vertically on either side one after another in lines and levels with suitable pile driving equipment's and accessories to a maximum depth of 0.50m below the bottom of the
proposed excavation 0.50m above ground level suitably braced by horizontal walling pieces at 75mm x100mm x 8mm angles on either side at intervals not exceeding 1.50m and horizontal screw jack type struts at 1.50m intervals and maintaining the shoring till the pipes are laid and works are completed, dismantling, cleaning and re stacking for reuse
including all labour, hire charges and conveyance for equipment's, tools and plants and sundries etc. complete. | 1,114.04 | per sqm | - | - |
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