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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹40.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹44.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹44.0 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹48.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹48.8 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹54.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹54.2 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K.M. Mathew L3 | DINESH N.R L4 | HYDRIX INFRASTRUCTURE PRIVATE LIMITED L2 | BSR HI-SIGHT INFRASTRUCTURE PVT LTD L1 |
|---|---|---|---|---|---|---|---|
| 1.00APPENDIX A :- WORKING CHARGES. | |||||||
| 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. | 861 | metre | 20.52 ₹17,667.72 | 15 ₹12,915 | 13.5 ₹11,623.5 Lowest | 17.89 ₹15,403.29 |
| 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 | 424.5 | sqm | 335.79 ₹1,42,542.86 | 250 ₹1,06,125 | 221.7 ₹94,111.65 | 175 ₹74,287.5 Lowest |
| 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. | 669.48 | cum | 513.39 ₹3,43,704.34 | 600 ₹4,01,688 | 515.4 ₹3,45,049.99 | 375 ₹2,51,055 Lowest |
| 1.00 | 100.1.5: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 50 m, in Ordinary Rock. | 286.92 | cum | 757.26 ₹2,17,273.04 | 700 ₹2,00,844 | 760.2 ₹2,18,116.58 | 570 ₹1,63,544.4 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. | 825 | metre | 24.3 ₹20,047.5 | 10 ₹8,250 Lowest | 24.4 ₹20,130 | 12.2 ₹10,065 |
| 1.01 | 100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete. | 223.8 | Kwh | 29.79 ₹6,667 | 20 ₹4,476 | 19.6 ₹4,386.48 Lowest | 25.97 ₹5,812.09 |
| 1.01 | 100.98.1008:Engaging Coolie. | 6 | no | 819.27 ₹4,915.62 | 700 ₹4,200 | 541 ₹3,246 | 540 ₹3,240 Lowest |
| 1.01 | 100.14.4:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 250mm diameter Ductile Iron Class K-9 Pipes. | 725 | metre | 153.54 ₹1,11,316.5 | 202 ₹1,46,450 | 154.1 ₹1,11,722.5 | 130 ₹94,250 Lowest |
| 1.01 | 18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia | 10.24 | quintal | 17,111.25 ₹1,75,219.2 | 22,604 ₹2,31,464.96 | 13,562.5 ₹1,38,880 Lowest | 14,918.8 ₹1,52,768.51 |
Tender Value
₹58.0 L
EMD Value
₹50,000
Closing Date
10 Aug 2026, 3:00 pmClosed
Executive Engineer
PH Division Kerala Water Authority Kayamkulam
DEPOSIT WORK- KIIFB -RBDCK - Utility Shifting - Realignment of pipe line due to construction of Kallumala ROB
2026_KWA_863714_1
WRD/KWA-CE(CR)/TR/16511/2023
Open Tender
Civil Works - Water Works
Item Rate
180 days
Mavelikkara
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,760
₹50,000
13 Aug 2026
1 Aug 2026
11 Aug 2026
1 Aug 2026
10 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX A :- WORKING CHARGES. | |||||
| 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 | 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 | - | - |
| 1.004 | 100.1.5: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 50 m, in Ordinary Rock. | - | cum | - | - |
| 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. | - | metre | - | - |
| 1.006 | 100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete. | - | Kwh | - | - |
| 1.007 | 100.98.1008:Engaging Coolie. | - | no | - | - |
| 1.008 | 100.14.4:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 250mm diameter Ductile Iron Class K-9 Pipes. | - | metre | - | - |
| 1.009 | 18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia | - | quintal | - | - |
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