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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.6 LAccepted-AOC | ₹6.6 L | 1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | HIROSHKUMAR C L4 | SAIFUDHEEN P L1 | SANJAI.P L5 | NITHINGHOSH.S L2 | M MURUKESAN L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road Concrete | ||||||||
| 1.00 | OD197926/2025-2026:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubble lead upto 50 m lift up to 1.5 m. All kinds of soil. | 465 | per sqm | 36.2 ₹16,833 | 28.55 ₹13,275.75 Lowest | 36.75 ₹17,088.75 | 32.26 ₹15,000.9 | 33.48 ₹15,568.2 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 46.5 | cum | 3,287.81 ₹1,52,883.17 | 2,593.54 ₹1,20,599.61 Lowest | 3,337.88 ₹1,55,211.42 | 2,929.99 ₹1,36,244.54 | 3,040.47 ₹1,41,381.86 |
| 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) | 69.75 | cum | 9,420.29 ₹6,57,065.23 | 7,431.03 ₹5,18,314.34 Lowest | 9,563.75 ₹6,67,071.56 | 8,395.06 ₹5,85,555.44 | 8,711.62 ₹6,07,635.5 |
| 1.00 | OD455312/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 5.24 | cum | 933.33 ₹4,890.65 | 736.28 ₹3,858.11 Lowest | 947.54 ₹4,965.11 | 831.75 ₹4,358.37 | 863.11 ₹4,522.7 |
| 1.00 | OD197927/2025-2026:Supplying and Providing readymade GI Nameboard with all conveyance , labour and hirecharges etc complete using GI hollow tube of size 80 x 40 x 1.4 mm post, 40 x 20 x 1.4 mm outer frame , 0.6 mm thick iron sheet of size 90 x 60 cm with two coat of Enamel painting over a coat of Primer ,lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete | 1 | each | 2,762.2 ₹2,762.2 | 2,178.91 ₹2,178.91 Lowest | 2,804.26 ₹2,804.26 | 2,461.58 ₹2,461.58 | 2,554.31 ₹2,554.31 |
Tender Value
₹8.5 L
EMD Value
₹21,179
Closing Date
28 Feb 2026, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER OFFICE DIST PANCHAYAT PALAKKAD
Annual Plan-DP 2025-26 Chemmannampathi V a d a k k e n a g a r S a m a g r a v i k a s a n a m - Muthalamada GP
2026_LSGD_838427_27
12/AEE/2025-26 DT-11/02/26
Open Tender
Civil Works - Others
Item Rate
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,179
Yes
27 Jul 2026
21 Feb 2026
2 Mar 2026
21 Feb 2026
28 Feb 2026
21 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concrete | |||||
| 1.001 | OD197926/2025-2026:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubble lead upto 50 m lift up to 1.5 m. All kinds of soil. | - | per sqm | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | OD455312/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | - | cum | - | - |
| 1.005 | OD197927/2025-2026:Supplying and Providing readymade GI Nameboard with all conveyance , labour and hirecharges etc complete using GI hollow tube of size 80 x 40 x 1.4 mm post, 40 x 20 x 1.4 mm outer frame , 0.6 mm thick iron sheet of size 90 x 60 cm with two coat of Enamel painting over a coat of Primer ,lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete | - | each | - | - |
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