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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.0 LAccepted-AOC | 1 | Accepted-AOC 1 | |
| 2 | 2₹2+₹1 (100.0%)Rejected-AOC | 2 | Rejected-AOC 2 | |
| 3 | Rejected-Technical | - | Rejected-Technical 5 | |
| 4 | Rejected-Technical | - | Rejected-Technical 4 | |
| 5 | Rejected-Technical | - | Rejected-Technical 3 |
| Sl No | Description | Qty | Unit | Abdul Sathar L4 | ISMAYIL O L3 | Abdul Basheer.NC L5 | ABDUL RAHIMAN L1 | SHAHUL HAMEED K P L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00kalivalappil road | ||||||||
| 1.00 | OD243436/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.50 m in all kinds of soil | 145.6 | sqm | 28.63 ₹4,168.53 | 27.31 ₹3,976.34 | 30.17 ₹4,392.75 | 26.16 ₹3,808.9 Lowest | 26.8 ₹3,902.08 |
| 1.00 | OD243435/2025-2026: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 | 14.56 | cum | 2,449.5 ₹35,664.72 | 2,336.3 ₹34,016.53 | 2,581.57 ₹37,587.66 | 2,238.82 ₹32,597.22 Lowest | 2,295.4 ₹33,421.02 |
| 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) | 21.84 | cum | 7,450.16 ₹1,62,711.49 | 7,105.87 ₹1,55,192.2 | 7,851.84 ₹1,71,484.19 | 6,809.39 ₹1,48,717.08 Lowest | 6,981.5 ₹1,52,475.96 |
| 1.00 | 10.3.B:Direction and place indentification signs up to 0.9 sqm size board <br> B. Semi-Reflective Traffic signs <br> Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 0.77 | sqm | 3,897.48 ₹2,981.57 | 3,717.36 ₹2,843.78 | 4,107.61 ₹3,142.32 | 3,562.26 ₹2,725.13 Lowest | 3,652 ₹2,793.78 |
| 2.00Pandamangalam anganavadi road | ||||||||
| 2.00 | OD243487/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.50 m in all kinds of soil | 89 | sqm | 28.63 ₹2,548.07 | 27.31 ₹2,430.59 | 30.17 ₹2,685.13 | 26.16 ₹2,328.24 Lowest | 26.8 ₹2,385.2 |
| 2.00 | OD243486/2025-2026: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 | 8.9 | cum | 2,449.5 ₹21,800.55 | 2,336.3 ₹20,793.07 | 2,581.57 ₹22,975.97 | 2,238.82 ₹19,925.5 Lowest | 2,295.4 ₹20,429.06 |
| 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) | 13.35 | cum | 7,450.16 ₹99,459.64 | 7,105.87 ₹94,863.36 | 7,851.84 ₹1,04,822.06 | 6,809.39 ₹90,905.36 Lowest | 6,981.5 ₹93,203.03 |
Tender Value
₹4.2 L
EMD Value
₹10,569
Closing Date
22 Sept 2025, 3:00 pmClosed
ASSISTANT ENGINEER
O/o ASSISTANT ENGINEER CHERPULASSERY MUNICIPALITY
ET-04/2025-26/AE/LSGD/CPYMUN 8. 334/26- PANDAMANGALAM ANGANWADI , KALLIVALAPPIL ROAD IN WARD 22
2025_LSGD_797435_8
ET-04/2025-26/AE/LSGD/CPYMUN
Open Tender
Civil Works - Roads
EPC Contract
Cherpulassery Municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,569
Yes
12 Nov 2025
16 Sept 2025
24 Sept 2025
16 Sept 2025
22 Sept 2025
16 Sept 2025
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