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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.3 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.5 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹4.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.7 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹4.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.8 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MUNEER K L1 | SIVADAS P K L3 | C MOHAMMED MUSTHAFA L4 | YASIR ALI K L5 | SASIKUMAR M V L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00PIPE LINE WORK KURISHPALLI | ||||||||
| 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. | 260 | cum | 430 ₹1,11,800 Lowest | 497.09 ₹1,29,243.4 | 492.11 ₹1,27,948.6 | 523.26 ₹1,36,047.6 | 473.42 ₹1,23,089.2 |
| 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. | 20 | cum | 638.01 ₹12,760.2 Lowest | 733.24 ₹14,664.8 | 725.89 ₹14,517.8 | 771.83 ₹15,436.6 | 698.32 ₹13,966.4 |
| 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. | 150 | metre | 17.3 ₹2,595 Lowest | 19.87 ₹2,980.5 | 19.67 ₹2,950.5 | 20.92 ₹3,138 | 18.92 ₹2,838 |
| 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. | 750 | metre | 21.11 ₹15,832.5 Lowest | 24.24 ₹18,180 | 24 ₹18,000 | 25.52 ₹19,140 | 23.08 ₹17,310 |
| 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 | 75 | sqm | 283.12 ₹21,234 Lowest | 325.08 ₹24,381 | 321.82 ₹24,136.5 | 342.19 ₹25,664.25 | 309.6 ₹23,220 |
| 1.01 | 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) | 0.75 | cum | 1,606.72 ₹1,205.04 Lowest | 1,844.84 ₹1,383.63 | 1,826.35 ₹1,369.76 | 1,941.95 ₹1,456.46 | 1,756.99 ₹1,317.74 |
| 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. | 750 | metre | 65 ₹48,750 Lowest | 76.46 ₹57,345 | 75.69 ₹56,767.5 | 80.48 ₹60,360 | 72.81 ₹54,607.5 |
| 1.01 | 100.9.6: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): 63 mm nominal outside diameter pipes. | 100 | metre | 66.58 ₹6,658 Lowest | 76.46 ₹7,646 | 75.69 ₹7,569 | 80.48 ₹8,048 | 72.81 ₹7,281 |
| 1.01 | OD85861/2026-2027:interconnection of 160 mm PVC to existing 140 mm,110mm,90mm,75mm,63mm,50mm atc PVC pipes | 1 | no | 1,300 ₹1,300 Lowest | 1,991.76 ₹1,991.76 | 1,971.79 ₹1,971.79 | 2,096.59 ₹2,096.59 | 1,896.91 ₹1,896.91 |
Tender Value
₹5.7 L
EMD Value
₹14,230
Closing Date
10 Aug 2026, 1:00 pmClosed
Assistant Executive Engineer
O/o Office of the Assistant Executive Engineer, PH Sub Division Perinthalmanna
Pipe line extension to Kurissupalli area in ward 2 pulamanthole panchayath
2026_KWA_862917_1
WRD/KWA-CEP/TR/201/2022_26
Open Tender
Civil Works - Water Works
Item Rate
120 days
Pulamanthole Panchayth Ward 8
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,255
₹14,230
11 Aug 2026
28 Jul 2026
11 Aug 2026
28 Jul 2026
10 Aug 2026
28 Jul 2026
28 Jul 2026 - 10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PIPE LINE WORK KURISHPALLI | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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) | - | cum | - | - |
| 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 | 100.9.6: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): 63 mm nominal outside diameter pipes. | - | metre | - | - |
| 1.009 | OD85861/2026-2027:interconnection of 160 mm PVC to existing 140 mm,110mm,90mm,75mm,63mm,50mm atc PVC pipes | - | no | - | - |
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