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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.4 LAccepted-AOC | ₹45.4 L Quoted ₹45.5 L | L1 | Accepted-AOC 1st lowest |
| 2 | L2₹46.0 L+₹50,655.40 (1.11%)Rejected-AOC | ₹46.0 L+₹50,655.40 (1.11%) | L2 | Rejected-AOC 2nd lowest |
| Sl No | Description | Qty | Unit | venu L1 | RIYAS AHAMMAD N.K. L2 |
|---|---|---|---|---|---|
| 1.00Working charge | |||||
| 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. | 1,133 | metre | 27 ₹30,591 Lowest | 28 ₹31,724 |
| 1.00 | 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 | 697.8 | sqm | 443.5 ₹3,09,474.3 Lowest | 445 ₹3,10,521 |
| 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. | 692.25 | cum | 679 ₹4,70,037.75 Lowest | 680 ₹4,70,730 |
| 1.00 | 100.6.1:Providing steel sheet shoring to the sides of the trenches to depths of above 4.00 m but not exceeding 6.00m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50 mm x 50mm x 6 mm M.S. angles driving down vertically on either side one after another in lines and levels with suitable pile driving equipments and accessories to a maximum depth of 0.50 M below the bottom of the proposed excavation 0.5 M above ground level suitably braced by horizontal walling pieces at 75 x 150 mm x 8 mm 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 restacking for reuse including all labour, hire charges and conveyance for equipments, tools and plants and sundries etc. complete. | 67.5 | sqm | 890 ₹60,075 Lowest | 890 ₹60,075 Lowest |
| 1.00 | 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. | 761.6 | metre | 32 ₹24,371.2 Lowest | 35 ₹26,656 |
| 1.01 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 9 | hour | 345 ₹3,105 Lowest | 345 ₹3,105 Lowest |
| 1.01 | 100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia. | 1,008 | metre | 435 ₹4,38,480 Lowest | 450 ₹4,53,600 |
| 1.01 | 100.98.118:Supply of DI K9 Pipe Conforming to IS 8329/2000, 250mm Dia. | 110 | metre | 4,100 ₹4,51,000 Lowest | 4,200 ₹4,62,000 |
| 1.01 | OD168585/2025-2026:supply and fixing of PVC moulded fittings /accessories for rigid PVC Pipe including jointing with PVC solvent cement 160mm PVC elbow (10kg/cm2) | 1 | no | 2,000 ₹2,000 Lowest | 2,030 ₹2,030 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
5 Feb 2026, 3:00 pmClosed
Execuitve Engineer
Kerala water authority W S Division kochi-18
State Plan 2025 2026 Supply and Laying of 160mm PVC water supply distribution line in Kadungalloor Kongorppilly road
2026_KWA_831848_1
KWA/ WSD/CHN/13/2025-26
Open Tender
Civil Works - Water Works
Item Rate
270 days
Kadungaloor
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹50,000
14 Sept 2026
29 Jan 2026
7 Feb 2026
29 Jan 2026
5 Feb 2026
29 Jan 2026
29 Jan 2026 - 5 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Working charge | |||||
| 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. | 1,133 | 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 | 697.8 | sqm | - | - |
| 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. | 692.25 | cum | - | - |
| 1.004 | 100.6.1:Providing steel sheet shoring to the sides of the trenches to depths of above 4.00 m but not exceeding 6.00m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50 mm x 50mm x 6 mm M.S. angles driving down vertically on either side one after another in lines and levels with suitable pile driving equipments and accessories to a maximum depth of 0.50 M below the bottom of the proposed excavation 0.5 M above ground level suitably braced by horizontal walling pieces at 75 x 150 mm x 8 mm 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 restacking for reuse including all labour, hire charges and conveyance for equipments, tools and plants and sundries etc. complete. | 67.5 | sqm | - | - |
| 1.005 | 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. | 761.6 | metre | - | - |
| 1.006 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 9 | hour | - | - |
| 1.007 | 100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia. | 1,008 | metre | - | - |
| 1.008 | 100.98.118:Supply of DI K9 Pipe Conforming to IS 8329/2000, 250mm Dia. | 110 | metre | - | - |
| 1.009 | OD168585/2025-2026:supply and fixing of PVC moulded fittings /accessories for rigid PVC Pipe including jointing with PVC solvent cement 160mm PVC elbow (10kg/cm2) | 1 | no | - | - |
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