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Tender Value
Refer Docs
EMD Value
₹5 L
Closing Date
1 Jul 2026, 3:00 pm
The SE PPDIU and Sewerage Circle, TVPM
O/o the SE PPDIU and Sewerage Circle, Thiruvananthapuram-33
AMRUT- KLM SS-01 -Zone A1 - Iron Bridge Zone Commissioning of sewerage system and Rehabilitation of Existing sewerage system, extension of the sewerage systems and construction of Pumping station and wet well at Iron bridge zone - Sewerage work
2026_KWA_855702_1
WRD/KWA-CESEWA/TR/1105/2026
Open Tender
Civil Works - Others
Kollam
Please refer Tender documents.
8 documents required · 8 mandatory
₹16,540
₹5 L
O/o the SE PPDIU and Sewerage Circle, TVPM
12 Jun 2026
12 Jun 2026
3 Jul 2026
12 Jun 2026
1 Jul 2026
12 Jun 2026
19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Laying of new sewers ,Rehabilitation of existing sewerage net work including replacement of existing sewers of Iron Bridge station zone | ||||||
| 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) | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 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 | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 16.84:Laying old cement concrete interlocking paver blocks 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. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) | - | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 16.91.1:Providing and laying factory made chamfered edge Cement Concrete paver blocks
in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,
thickness & size/ shape, made by table vibratory method using PU mould, laid in
required colour & pattern over 50mm thick compacted bed of sand, compacting and
proper embedding/laying of inter locking paver blocks into the sand bedding layer
through vibratory compaction by using plate vibrator, filling the joints with sand and
cutting of paver blocks as per required size and pattern, finishing and sweeping
extra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | - | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 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 | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 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 | - | - | BI01010001010000000000000515BI0100001122 |
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