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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.8 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹5.8 L+₹83.94 (0.01%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | 3₹6.1 L+₹29,468.04 (5.11%)Rejected-Finance PARAMBIL HOUSE KONDURKKARA PO AE | THRISSUR | KERALA | 679105 | 3 | Rejected-Finance L3 | |
| 4 | Rejected-Technical MANGHATT VALAPPIL MEZHATHOOR PO THRITHALA GRAMA PANCHAYATH | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical PARAMBIL HOUSE KONDURKKARA P O | - | Rejected-Technical L7 |
| Sl No | Description | Qty | Unit | abdul nishad L4 | VISHNUJITH.M L5 | MUSTHAFA P V L6 | MUHAMMED ABDURAHIMAN P V L8 | FAHAD P.K. L7 | ABDUL JALEEL P S L3 | muhamedrafeek L10 | MUHAMMED SHAFI P.A. L2 | MOHAMMED MUSTHAFA P. L1 | Muhammed Rashik P P L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||||||||||
| 1.00 | OD69709/2026-2027:( OD from DAR 51.2.3) Filling with Quarry MuckFilling 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 theCBR value of subgrade.
For 300m3. | 24.15 | cum | 684.8 ₹16,537.92 | 709.64 ₹17,137.81 | 726 ₹17,532.9 | 735.95 ₹17,773.19 | 731.69 ₹17,670.31 | 678.34 ₹16,381.91 | 805.4 ₹19,450.41 | 645.46 ₹15,587.86 | 645.36 ₹15,585.44 Lowest | 754.15 ₹18,212.72 |
| 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. | 48.66 | cum | 1,796 ₹87,393.36 | 1,860.52 ₹90,532.9 | 1,905 ₹92,697.3 | 1,929.38 ₹93,883.63 | 1,918.19 ₹93,339.13 | 1,778.34 ₹86,534.02 | 2,111.45 ₹1,02,743.16 | 1,692.14 ₹82,339.53 | 1,691.9 ₹82,327.85 Lowest | 1,977 ₹96,200.82 |
| 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) | 72.99 | cum | 6,914.6 ₹5,04,696.65 | 7,162.69 ₹5,22,804.74 | 7,334 ₹5,35,308.66 | 7,428.16 ₹5,42,181.4 | 7,385.12 ₹5,39,039.91 | 6,846.68 ₹4,99,739.17 | 8,129.18 ₹5,93,348.85 | 6,514.82 ₹4,75,516.71 | 6,513.87 ₹4,75,447.37 Lowest | 7,611.8 ₹5,55,585.28 |
| 1.00 | OD69725/2026-2027:1.010-Specification code: OD132904/2025-2026. Engraving letters in hard stone for granite 100X75 cm size name board for inauguration(including granite board & lettering)Erecting and fixing charges etc.... | 1 | each | 3,606.6 ₹3,606.6 | 3,745 ₹3,745 | 3,825 ₹3,825 | 3,874.47 ₹3,874.47 | 3,852.01 ₹3,852.01 | 3,571.17 ₹3,571.17 | 4,240.11 ₹4,240.11 | 3,398.07 ₹3,398.07 | 3,397.57 ₹3,397.57 Lowest | 3,970.2 ₹3,970.2 |
Tender Value
₹8.5 L
EMD Value
₹21,170
Closing Date
10 Aug 2026, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER DISTRICT PANCHYATH OFFICE PALAKKAD
D P - P K D - 2 0 2 6 - 2 7 - THIRUVEGAPPURA DIVISION - K U N D I L P A D A M R O A D NAVEEKARANAM IN THRITHALA GP
2026_LSGD_863060_8
02/AEE/2026-27 DT-28.07.2026
Open Tender
Civil Works - Roads
Item Rate
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,170
Yes
13 Oct 2026
1 Aug 2026
13 Aug 2026
1 Aug 2026
10 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETE | |||||
| 1.001 | OD69709/2026-2027:( OD from DAR 51.2.3) Filling with Quarry MuckFilling 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 theCBR value of subgrade.
For 300m3. | 1 | cum | - | - |
| 1.002 | 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. | 1 | 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) | 1 | cum | - | - |
| 1.004 | OD69725/2026-2027:1.010-Specification code: OD132904/2025-2026. Engraving letters in hard stone for granite 100X75 cm size name board for inauguration(including granite board & lettering)Erecting and fixing charges etc.... | - | each | - | - |
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