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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.5 LAccepted-AOC KAPPUR GRAMA PANCHAYATH | ₹7.5 L | 1 | Accepted-AOC L1 |
| 2 | 2₹8.9 L+₹1.4 L (18.3%)Rejected-Finance | ₹8.9 L+₹1.4 L (18.3%) | 2 | Rejected-Finance L2 |
| 3 | Rejected-Technical PARAMBIL HOUSE KONDURKKARA PO AE | THRISSUR | KERALA | 679105 | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | MUHAMMED ABDURAHIMAN P V L1 | ABDUL JALEEL P S L4 | MUHAMMED SHAFI P.A. L2 | MUHAMMED ALI P.S. L3 |
|---|---|---|---|---|---|---|---|
| 1.00GOKHALE OTHALOOR ROAD | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 420 | sqm | 11.79 ₹4,951.8 Lowest | 15.15 ₹6,363 | 13.94 ₹5,854.8 | 14.75 ₹6,195 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 52.5 | cum | 49.24 ₹2,585.1 Lowest | 63.27 ₹3,321.68 | 58.23 ₹3,057.08 | 61.59 ₹3,233.48 |
| 1.00 | 6.1.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 | 29.4 | cum | 2,459.02 ₹72,295.19 Lowest | 3,159.97 ₹92,903.12 | 2,907.96 ₹85,494.02 | 3,076.19 ₹90,439.99 |
| 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) | 94.5 | cum | 7,045.61 ₹6,65,810.15 Lowest | 9,054 ₹8,55,603 | 8,331.93 ₹7,87,367.39 | 8,813.95 ₹8,32,918.28 |
| 1.00 | OD418434/2025-2026: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 | 3,512.04 ₹3,512.04 Lowest | 4,513.16 ₹4,513.16 | 4,153.23 ₹4,153.23 | 4,393.5 ₹4,393.5 |
Tender Value
₹10.2 L
EMD Value
₹25,423
Closing Date
27 Mar 2026, 4:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER OFFICE DIST PANCHAYAT PALAKKAD
LAC-ADS-THRITHALA LAC- 2023-24- GOKHALE OTHALLUR ROAD CONCRETING IN KAPPUR GP
2026_LSGD_847299_13
22/ET/EE/2025-26 DT-12.03.2026
Open Tender
Civil Works - Roads
Item Rate
120 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,423
Yes
5 Aug 2026
19 Mar 2026
30 Mar 2026
19 Mar 2026
27 Mar 2026
19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1GOKHALE OTHALOOR ROAD | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | - | cum | - | - |
| 1.003 | 6.1.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 | 1 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD418434/2025-2026: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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