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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.2 LAccepted-AOC | ₹7.2 L | 1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | E.K.Abdulsalam L2 | SUROJ L3 | SAIFUDHEEN P L1 |
|---|---|---|---|---|---|---|
| 1.00Road concreting | ||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 18 | cum | 57.48 ₹1,034.64 | 58.82 ₹1,058.76 | 57.01 ₹1,026.18 |
| 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 | 2,870.57 ₹1,33,481.51 | 2,937.33 ₹1,36,585.85 | 2,847.21 ₹1,32,395.27 |
| 1.00 | OD303993/2025-2026:Surface dressing of the ground including removing vegetation and in -equalities not exeeding 15 cm deep and disposal of rubbish,lead up to 50 m and lift up to 1.5 m in all kind of soil | 453 | 1 sqm | 32.04 ₹14,514.12 | 32.34 ₹14,650.02 | 31.34 ₹14,197.02 |
| 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) | 69.75 | cum | 8,224.82 ₹5,73,681.2 | 8,416.1 ₹5,87,022.98 | 8,157.87 ₹5,69,011.43 |
| 1.00 | OD316284/2025-2026:Supplying and fixing name board having size not less than 90 x 60 cm Marble / Granite
carrying the inscription of indicating name of work, the cost involved, the commencement,
completion, and inauguration date and the name of MP / MLA Sponsoring the project engraving
it on the name of project including all cost of materials engraving charges conveyance and
fixing chargers etc.complete including all cost for fixing the granite / marble slab in concrete or
metal board and cost for concreting the base of board. | 1 | no | 4,278.14 ₹4,278.14 | 4,583.74 ₹4,583.74 | 4,443.09 ₹4,443.09 |
Tender Value
₹8.5 L
EMD Value
₹21,134
Closing Date
19 Jan 2026, 4:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER OFFICE DISTRICT PANCHAYATH PALAKKAD
LAC-ADS-2025-26 Ottapalam Constituency - Punnamparambu Kulangarathodi Poovadiyil road (ward 8) Sreekrishnapuram GP
2025_LSGD_824519_14
14/ET/EE/2025-26 DT-23.12.2025
Open Tender
Civil Works - Others
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,865
Yes
₹21,134
Yes
17 Mar 2026
9 Jan 2026
21 Jan 2026
9 Jan 2026
19 Jan 2026
9 Jan 2026
Road concreting
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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
OD303993/2025-2026:Surface dressing of the ground including removing vegetation and in -equalities not exeeding 15 cm deep and disposal of rubbish,lead up to 50 m and lift up to 1.5 m in all kind of soil
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)
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