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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.3 LAdmitted-Fee/PreQual/Technical/Finance PANACHAYIL ARUVIKARA P O ARUVIKKARA | ARUVIKKARA | THIRUVANANTHAPURAM | KERALA | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹74.0 L+₹7.7 L (11.6%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SAJEEVKUMAR L1 | ABR EARTH MOVERS L2 |
|---|---|---|---|---|---|
| 1.00Pipe laying | |||||
| 1.00 | 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. | 897.6 | metre | 23 ₹20,644.8 Lowest | 26.89 ₹24,136.46 |
| 1.00 | 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. | 44.88 | cum | 379 ₹17,009.52 Lowest | 432.61 ₹19,415.54 |
| 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. | 673.2 | cum | 589 ₹3,96,514.8 Lowest | 672.46 ₹4,52,700.07 |
| 1.00 | 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. | 630.96 | cum | 703 ₹4,43,564.88 Lowest | 802.37 ₹5,06,263.38 |
| 1.00 | 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. | 48.65 | cum | 816 ₹39,694.32 Lowest | 932.29 ₹45,351.25 |
| 1.01 | 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. | 897.6 | metre | 96 ₹86,169.6 Lowest | 110.45 ₹99,139.92 |
| 1.01 | OD97121/2026-2027: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. | 2,699.47 | per sqm | 365 ₹9,85,306.55 Lowest | 417.03 ₹11,25,759.97 |
| 1.01 | OD97120/2026-2027:Supply of glazed Stoneware Pipe (SP1)150mm nominal dia, 0.6m long conforming to IS 651:2007 | 20 | no | 214 ₹4,280 | 207.96 ₹4,159.2 Lowest |
| 1.01 | 100.98.100:Supply of SW Pipe 300mm, 0.6m long. | 822 | no | 900 ₹7,39,800 | 873.41 ₹7,17,943.02 Lowest |
Tender Value
₹76.3 L
EMD Value
₹50,000
Closing Date
3 Nov 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
O/o Executive Engineer, Sewerage Division, Pattoor, Thiruvananthapuram
State Plan-2026-27- Replacing of old and damaged SW lines with new higher sized sewer lines in Kuravankonam Market road Junction to Ambala Nagar near Gokul nagar -under Sewerage Project section Plamoodu-Sewerage Work
2026_KWA_883536_1
WRD/KWA-CE(SR)/TR/4576/2026
Open Tender
Civil Works - Others
Item Rate
270 days
Thiruvananthapuram
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,760
₹50,000
Yes
6 Nov 2026
29 Oct 2026
5 Nov 2026
29 Oct 2026
3 Nov 2026
29 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Pipe laying | |||||
| 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. | 897.6 | 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. | 44.88 | cum | - | - |
| 1.003 | 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. | 673.2 | cum | - | - |
| 1.004 | 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. | 630.96 | cum | - | - |
| 1.005 | 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. | 48.65 | cum | - | - |
| 1.006 | 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. | 897.6 | metre | - | - |
| 1.007 | OD97121/2026-2027: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. | 2,699.47 | per sqm | - | - |
| 1.008 | OD97120/2026-2027:Supply of glazed Stoneware Pipe (SP1)150mm nominal dia, 0.6m long conforming to IS 651:2007 | 20 | no | - | - |
| 1.009 | 100.98.100:Supply of SW Pipe 300mm, 0.6m long. | 822 | no | - | - |
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