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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹48.1 LAccepted-AOC | 1 | Accepted-AOC First lowest | |
| 2 | 2₹49.5 L+₹1.4 L (2.98%)Rejected-AOC | 2 | Rejected-AOC Second lowest | |
| 3 | 3₹52.3 L+₹4.2 L (8.77%)Rejected-Finance | 3 | Rejected-Finance Third lowest | |
| 4 | Rejected-Technical | - | Rejected-Technical 4 th lowest | |
| 5 | Rejected-Technical | - | Rejected-Technical 5 th lowest |
| Sl No | Description | Qty | Unit | TJ Binu L6 | SHIBU C L2 | Renjith M L4 | Bijudev L3 | Sajikumar K L1 | SHAJAHAN L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00WORKING CHARGES OF REACH 5 PARASSALA (NEAR PANCHAYATH OFFICE) BR No 125 PARALLEL LINES | |||||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 1,800 | sqm | 10.47 ₹18,846 | 5.58 ₹10,044 Lowest | 17 ₹30,600 | 12.83 ₹23,094 | 9.85 ₹17,730 | 14 ₹25,200 |
| 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) | 100 | cum | 1,700 ₹1,70,000 | 1,286.43 ₹1,28,643 Lowest | 1,675 ₹1,67,500 | 1,775.27 ₹1,77,527 | 1,600 ₹1,60,000 | 1,500 ₹1,50,000 |
| 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. | 500 | metre | 18 ₹9,000 | 8.32 ₹4,160 Lowest | 19.4 ₹9,700 | 19.13 ₹9,565 | 17.25 ₹8,625 | 20 ₹10,000 |
| 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 | 500 | sqm | 300 ₹1,50,000 | 226.68 ₹1,13,340 Lowest | 294 ₹1,47,000 | 312.82 ₹1,56,410 | 258 ₹1,29,000 | 300 ₹1,50,000 |
| 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. | 1,440 | cum | 450 ₹6,48,000 | 589.27 ₹8,48,548.8 | 400 ₹5,76,000 Lowest | 478.35 ₹6,88,824 | 430 ₹6,19,200 | 400 ₹5,76,000 Lowest |
| 1.01 | 100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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. | 120 | cum | 550 ₹66,000 | 82.72 ₹9,926.4 Lowest | 537 ₹64,440 | 570.76 ₹68,491.2 | 471.4 ₹56,568 | 500 ₹60,000 |
| 1.01 | 100.1.3:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 3m but not exceeding 4.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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. | 150 | cum | 600 ₹90,000 | 96.11 ₹14,416.5 Lowest | 300 ₹45,000 | 663.17 ₹99,475.5 | 528.55 ₹79,282.5 | 600 ₹90,000 |
| 1.01 | 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. | 1,500 | metre | 20 ₹30,000 | 25.54 ₹38,310 | 25 ₹37,500 | 22.59 ₹33,885 | 17.2 ₹25,800 Lowest | 20 ₹30,000 |
| 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. | 2,300 | metre | 70 ₹1,61,000 | 83.17 ₹1,91,291 | 69 ₹1,58,700 | 73.57 ₹1,69,211 | 64.22 ₹1,47,706 | 50 ₹1,15,000 Lowest |
Tender Value
₹75.8 L
EMD Value
₹50,000
Closing Date
22 Jul 2026, 2:00 pmClosed
Executive Engineer
WS DIVISION NTA
DEPOSIT-UTILITY SHIFTING PHASE 1-WORK OF TEMPORARY RELOCATION OF EXISTING PIPELINE AT RAILWAY CROSSING IN REACH 5 PARASSALA (NEAR PANCHAYATH OFFICE) BR.NO 125 AT KM 248-900-0 (CN CH-248910) CONNECTION WITH WIDENING OF TRACK OF INDIAN RAILWAY-Pipelin
2026_KWA_860556_1
39/13577/2024_26_1_1
Open Tender
Civil Works - Water Works
Item Wise
548 days
NEYYATTINKARA
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,760
Yes
₹50,000
Yes
14 Oct 2026
15 Jul 2026
24 Jul 2026
15 Jul 2026
22 Jul 2026
15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1WORKING CHARGES OF REACH 5 PARASSALA (NEAR PANCHAYATH OFFICE) BR No 125 PARALLEL LINES | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | 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) | - | 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 | 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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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 | - | - |
| 1.007 | 100.1.3:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 3m but not exceeding 4.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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 | - | - |
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