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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-Finance | ₹1.7 Cr | L1 | Accepted-Finance Ist lowest |
| 2 | L2₹1.7 CrAccepted-Finance | ₹1.7 Cr | L2 | Accepted-Finance IInd lowest |
| 3 | L3₹1.8 CrAccepted-Finance | ₹1.8 Cr | L3 | Accepted-Finance IIIrd lowest |
| 4 | L4₹1.8 CrRejected-Finance | ₹1.8 Cr | L4 | Rejected-Finance 4th lowest |
| 5 | L5₹1.8 CrRejected-Finance | ₹1.8 Cr | L5 | Rejected-Finance 5th lowest |
| Sl No | Description | Qty | Unit | MANOHARAN D L9 | JOSE MERLIN L6 | jamaludheen va L3 | ABDUL NIZAR C H L4 | SABU K.S. L8 | SYAM SOMAN L2 | HRUTHUL SATHEESH INFRASTRUCTURE L1 | ABILASH.P.S L7 | MATHILAKATHCONSTRUCTION PRIVATE LIMITED L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Working Charges | ||||||||||||
| 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. | 1,776 | cum | 644.28 ₹11,44,241.28 | 712 ₹12,64,512 | 600 ₹10,65,600 | 541.87 ₹9,62,361.12 | 705.3 ₹12,52,612.8 | 527.97 ₹9,37,674.72 | 350 ₹6,21,600 Lowest | 750 ₹13,32,000 | 750 ₹13,32,000 |
| 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. | 444 | cum | 950.34 ₹4,21,950.96 | 850 ₹3,77,400 | 600 ₹2,66,400 | 799.29 ₹3,54,884.76 | 1,040.35 ₹4,61,915.4 | 778.78 ₹3,45,778.32 | 350 ₹1,55,400 Lowest | 900 ₹3,99,600 | 800 ₹3,55,200 |
| 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. | 1,250 | metre | 30.62 ₹38,275 | 23 ₹28,750 | 10 ₹12,500 Lowest | 25.75 ₹32,187.5 | 32.23 ₹40,287.5 | 25.09 ₹31,362.5 | 32 ₹40,000 | 32 ₹40,000 | 29 ₹36,250 |
| 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. | 1,300 | metre | 25.75 ₹33,475 | 19 ₹24,700 Lowest | 21.5 ₹27,950 | 21.66 ₹28,158 | 28 ₹36,400 | 21.11 ₹27,443 | 27 ₹35,100 | 27 ₹35,100 | 25 ₹32,500 |
| 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 | 1,400 | sqm | 421.33 ₹5,89,862 | 310 ₹4,34,000 | 353 ₹4,94,200 | 354.36 ₹4,96,104 | 461 ₹6,45,400 | 345.26 ₹4,83,364 | 175 ₹2,45,000 | 272 ₹3,80,800 | 40 ₹56,000 Lowest |
| 1.01 | 15.47.2:Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manually / by mechanical means and stacking the pipes within 50 metres lead as per direction of Engineer-in-Charge:Above 150 mm diameter | 1,700 | metre | 395.79 ₹6,72,843 | 208 ₹3,53,600 | 331 ₹5,62,700 | 332.88 ₹5,65,896 | 433.25 ₹7,36,525 | 324.34 ₹5,51,378 | 175 ₹2,97,500 | 250 ₹4,25,000 | 40 ₹68,000 Lowest |
| 1.01 | 100.14.5:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 300mm diameter Ductile Iron Class K-9 Pipes. | 1,700 | metre | 242.29 ₹4,11,893 | 255 ₹4,33,500 | 203 ₹3,45,100 | 203.78 ₹3,46,426 | 265 ₹4,50,500 | 198.55 ₹3,37,535 Lowest | 255 ₹4,33,500 | 260 ₹4,42,000 | 255 ₹4,33,500 |
| 1.01 | 100.9.9: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): 110 mm nominal outside diameter pipes. | 1,700 | metre | 145.96 ₹2,48,132 | 154 ₹2,61,800 | 122 ₹2,07,400 | 122.76 ₹2,08,692 | 159.75 ₹2,71,575 | 119.61 ₹2,03,337 Lowest | 153 ₹2,60,100 | 150 ₹2,55,000 | 153 ₹2,60,100 |
| 1.01 | 18.70.5:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:300 mm dia pipe | 340 | joint | 426.01 ₹1,44,843.4 | 448 ₹1,52,320 | 357 ₹1,21,380 | 358.3 ₹1,21,822 | 466.3 ₹1,58,542 | 349.1 ₹1,18,694 Lowest | 448 ₹1,52,320 | 448 ₹1,52,320 | 448 ₹1,52,320 |
Tender Value
₹2.2 Cr
EMD Value
₹1 L
Closing Date
9 Jun 2026, 3:00 pmClosed
SE, P.H Circle,KWA,Trissur
SE, P.H Circle,KWA,Trissur
AMRUT-2.0 - Replacement of existing Distribution lines at PSY East Area in Irinjalakuda Municipality-Replacement of existing Distribution line from WTP to SNDP (WTP Road, Pallikkad Road, Kattungachira Road)-General Civil Work
2026_KWA_853444_1
03/SE/PHC/TSR/2026-27
Open Tender
Civil Works - Water Works
Item Rate
180 days
Irinjalakkuda Municipality
Please refer Tender documents.
6 documents required · 6 mandatory
₹8,270
₹1 L
Yes
24 Jul 2026
30 May 2026
10 Jun 2026
30 May 2026
9 Jun 2026
30 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Working Charges | |||||
| 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 | 100.8.1: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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | 15.47.2:Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manually / by mechanical means and stacking the pipes within 50 metres lead as per direction of Engineer-in-Charge:Above 150 mm diameter | - | metre | - | - |
| 1.007 | 100.14.5:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 300mm diameter Ductile Iron Class K-9 Pipes. | - | metre | - | - |
| 1.008 | 100.9.9: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): 110 mm nominal outside diameter pipes. | - | metre | - | - |
| 1.009 | 18.70.5:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:300 mm dia pipe | - | joint | - | - |
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