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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹7.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹7.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹7.9 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹8.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹8.1 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹8.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹8.3 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹8.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹8.3 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | PLOT WEAVER L1 | DOTTY T ULAHANNAN L2 | Trious electrical services L3 | P P UNNIKRISHNAN NAIR L5 | Saji Abraham L4 | NITHIN K P L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00WORKING CHARGES | |||||||||
| 1.00 | 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. | 176 | sqm | 88.55 ₹15,584.8 Lowest | 90 ₹15,840 | 101.36 ₹17,839.36 | 104.76 ₹18,437.76 | 102.17 ₹17,981.92 | 100 ₹17,600 |
| 1.00 | 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) | 15.6 | cum | 1,600.45 ₹24,967.02 Lowest | 1,700 ₹26,520 | 1,872.6 ₹29,212.56 | 1,935.5 ₹30,193.8 | 1,887.7 ₹29,448.12 | 1,750 ₹27,300 |
| 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. | 0.78 | cum | 283.6 ₹221.21 | 300 ₹234 | 324.61 ₹253.2 | 335.5 ₹261.69 | 436.3 ₹340.31 | 200 ₹156 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. | 521.15 | cum | 302.18 ₹1,57,481.11 Lowest | 470 ₹2,44,940.5 | 504.57 ₹2,62,956.66 | 521.5 ₹2,71,779.73 | 440.83 ₹2,29,738.55 | 525 ₹2,73,603.75 |
| 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. | 1,000 | metre | 18.23 ₹18,230 | 20 ₹20,000 | 23.98 ₹23,980 | 24.7 ₹24,700 | 20.95 ₹20,950 | 10 ₹10,000 Lowest |
| 1.01 | 100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia. | 1,489 | metre | 182.15 ₹2,71,221.35 | 153 ₹2,27,817 | 135.52 ₹2,01,789.28 Lowest | 140 ₹2,08,460 | 164.12 ₹2,44,374.68 | 182 ₹2,70,998 |
| 1.01 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. | 1,489 | metre | 62.72 ₹93,390.08 Lowest | 74 ₹1,10,186 | 77.6 ₹1,15,546.4 | 80.2 ₹1,19,417.8 | 67.81 ₹1,00,969.09 | 100 ₹1,48,900 |
| 1.01 | 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.) | 176 | sqm | 295.34 ₹51,979.84 Lowest | 300 ₹52,800 | 338.05 ₹59,496.8 | 349.4 ₹61,494.4 | 409.39 ₹72,052.64 | 350 ₹61,600 |
| 1.01 | OD284032/2025-2026:Cost of PVC specials (Bends, Tee, coupler, Tailpiece, end caps, solvent cement etc )3% cost of pipe. | 8,136 | L.S | 0.5 ₹4,068 Lowest | 1 ₹8,136 | 0.75 ₹6,102 | 0.76 ₹6,183.36 | 1 ₹8,136 | 1 ₹8,136 |
Tender Value
₹10.8 L
EMD Value
₹27,099
Closing Date
15 Jul 2026, 3:00 pmClosed
Assistant Executive engineer
KWA PH Sub division Kottayam
The proposed work is intended to replace old and damaged pipelines and to extend the distribution network to inadequately served and newly developed areas in order to overcome issues of leakage, low pressure, and insufficient supply
2026_KWA_859565_1
WRD/KWA-CE(SR)/TR/33179/2025
Open Tender
Civil Works - Water Works
Item Rate
Kumarakom
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
₹27,099
23 Jul 2026
7 Jul 2026
17 Jul 2026
7 Jul 2026
15 Jul 2026
8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1WORKING CHARGES | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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. | - | cum | - | - |
| 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. | 1 | 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 | 100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia. | - | metre | - | - |
| 1.007 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. | - | metre | - | - |
| 1.008 | 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 | - | - |
| 1.009 | OD284032/2025-2026:Cost of PVC specials (Bends, Tee, coupler, Tailpiece, end caps, solvent cement etc )3% cost of pipe. | - | L.S | - | - |
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