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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.5 L+₹25,864.13 (3.12%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical KIZHIPARAMBA MALAPPURAM PIN 673639 | MALAPPURAM | MALAPPURAM | KERALA | 673639 | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | P MOHAMMED SADATH L2 | JASID M E L3 | Ali Afsal L1 |
|---|---|---|---|---|---|---|
| 1.00Mannarakkalthazham Poomangalath Footpath | ||||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 10.2 | cum | 12.44 ₹126.89 Lowest | 12.45 ₹126.99 | 360 ₹3,672 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 5.1 | cum | 1,917.97 ₹9,781.65 | 1,918.21 ₹9,782.87 | 1,900 ₹9,690 Lowest |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 10.2 | cum | 7,378.96 ₹75,265.39 | 7,379.85 ₹75,274.47 | 7,300 ₹74,460 Lowest |
| 2.00Puthiyottil Cross Road | ||||||
| 2.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 7.56 | cum | 12.44 ₹94.05 Lowest | 12.45 ₹94.12 | 360 ₹2,721.6 |
| 2.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 3.78 | cum | 1,917.97 ₹7,249.93 | 1,918.21 ₹7,250.83 | 1,900 ₹7,182 Lowest |
| 2.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 7.56 | cum | 7,378.96 ₹55,784.94 | 7,379.85 ₹55,791.67 | 7,300 ₹55,188 Lowest |
| 3.00Padinjare Naduvath Road | ||||||
| 3.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 53.13 | cum | 504.77 ₹26,818.43 | 504.84 ₹26,822.15 | 360 ₹19,126.8 Lowest |
Tender Value
₹10.2 L
EMD Value
₹25,422
Closing Date
3 Sept 2025, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LSGD Section Peruvayal
Annual Plan-Peruvayal GP 69/26 Mannarakkal Thazham Poomangalath Footpath, Puthiyottil Cross Road, Padinjare Naduvath Road, Vellankandi Verkatt Footpath, Verkkatt thazham Thalakulangara Meethel Road Construction-k
2025_LSGD_791674_1
05/2025-26/AE/LIDEW/PERUVAYAL
Open Tender
Civil Works - Roads
Item Rate
270 days
Poovattuparamba
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,422
Yes
22 Oct 2025
27 Aug 2025
8 Sept 2025
27 Aug 2025
3 Sept 2025
27 Aug 2025
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