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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-AOC | ₹6.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.1 LRejected-AOC | ₹6.1 L | L2 | Rejected-AOC L2 |
| 3 | L3₹6.2 LRejected-AOC | ₹6.2 L | L3 | Rejected-AOC L3 |
| 4 | L4₹6.4 LRejected-AOC | ₹6.4 L | L4 | Rejected-AOC L4 |
| 5 | L5₹7.0 LRejected-AOC | ₹7.0 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | GIRIDAS K S L7 | ORION ENGINEERS L1 | BSR HI-SIGHT INFRASTRUCTURE PVT LTD L2 | HRUTHUL MP L5 | V.P.JOJI L4 | dinesh L3 | SASIKUMAR M V L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 547.5 | cum | 450 ₹2,46,375 | 120 ₹65,700 Lowest | 452 ₹2,47,470 | 425 ₹2,32,687.5 | 425 ₹2,32,687.5 | 390 ₹2,13,525 | 525.59 ₹2,87,760.53 |
| 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. | 36 | metre | 35 ₹1,260 | 250 ₹9,000 | 18.11 ₹651.96 Lowest | 27 ₹972 | 20 ₹720 | 20 ₹720 | 21.01 ₹756.36 |
| 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 | 18 | sqm | 100 ₹1,800 Lowest | 500 ₹9,000 | 296.3 ₹5,333.4 | 443 ₹7,974 | 300 ₹5,400 | 325 ₹5,850 | 343.71 ₹6,186.78 |
| 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. | 10 | metre | 20 ₹200 Lowest | 610 ₹6,100 | 21.53 ₹215.3 | 32 ₹320 | 20 ₹200 Lowest | 25 ₹250 | 24.97 ₹249.7 |
| 1.00 | 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. | 9 | metre | 150 ₹1,350 | 260 ₹2,340 | 69.69 ₹627.21 Lowest | 104 ₹936 | 80 ₹720 | 75 ₹675 | 80.84 ₹727.56 |
| 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. | 1,086 | metre | 70 ₹76,020 | 85 ₹92,310 | 69.5 ₹75,477 Lowest | 104 ₹1,12,944 | 80 ₹86,880 | 72 ₹78,192 | 80.84 ₹87,792.24 |
| 1.01 | 100.12.8:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 80mm diameter nominal bore. | 162 | metre | 180 ₹29,160 | 500 ₹81,000 | 169.78 ₹27,504.36 Lowest | 254 ₹41,148 | 170 ₹27,540 | 180 ₹29,160 | 196.94 ₹31,904.28 |
| 1.01 | OD319094/2025-2026:Making interlinking pipelines - 160mm PVC, 140mm PVC, 110mm PVC, 90mm PVC and 63 mm PVC main linked to 160mm PVC, 140mm PVC, 110mm PVC, 90mm PVC, 63 mm PVC / 80 mm GI / 65mm GI/ 50 mm GI Branches | 2 | no | 2,500 ₹5,000 | 1,500 ₹3,000 Lowest | 2,144.7 ₹4,289.4 | 3,210 ₹6,420 | 2,000 ₹4,000 | 2,250 ₹4,500 | 2,487.86 ₹4,975.72 |
| 2.00Cost of materials | ||||||||||
Tender Value
₹9.0 L
EMD Value
₹22,468
Closing Date
5 Jun 2026, 3:00 pmClosed
Executive Engineer
O/o Office of the Executive Engineer, P H Division Palakkad
This estimate is prepared for executing pipeline extension works at Payyankode Veezhili Kanthalam Road, Thiruvazhiyad and Pattukad under Ayilur Gramapanchayath as a Deposit Work.
2026_KWA_852703_1
07/2026-27/EE/PH/PKD
Open Tender
Civil Works - Water Works
Item Rate
90 days
Ayilur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,985
₹22,468
16 Jul 2026
23 May 2026
6 Jun 2026
23 May 2026
5 Jun 2026
23 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 | 100.59.1: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 | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 100.12.8:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 80mm diameter nominal bore. | - | metre | - | - |
| 1.008 | OD319094/2025-2026:Making interlinking pipelines - 160mm PVC, 140mm PVC, 110mm PVC, 90mm PVC and 63 mm PVC main linked to 160mm PVC, 140mm PVC, 110mm PVC, 90mm PVC, 63 mm PVC / 80 mm GI / 65mm GI/ 50 mm GI Branches | - | no | - | - |
| 2Cost of materials | |||||
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