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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹36.9 LAccepted-AOC | ₹36.9 L | 1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | ANWAR CONSTRUCTION L3 | MK CONSTRUCTIONS CO L2 | ASHARAFALI P T L1 |
|---|---|---|---|---|---|---|
| 1.00PADIJAKARA CHAKKUTY E P ROAD | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 1,912.2 | sqm | 14.61 ₹27,937.24 | 14.13 ₹27,019.39 | 16.01 ₹30,614.32 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 300.17 | cum | 3,047.48 ₹9.1 L | 2,946.01 ₹8.8 L | 3,337.88 ₹10.0 L |
| 1.00 | OD401065/2025-2026:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 1,674 | sqm | 1,171.67 ₹19.6 L | 1,132.66 ₹19.0 L | 1,100 ₹18.4 L |
| 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) | 102.77 | cum | 8,731.7 ₹9.0 L | 8,440.97 ₹8.7 L | 7,500 ₹7.7 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 64.26 | cum | 593.76 ₹38,155.02 | 573.99 ₹36,884.60 | 650.34 ₹41,790.85 |
| 1.01 | OD401066/2025-2026:Granite name board with information engraved, fixed to masonry wall in brick, plastered all round with foundation in plain cement concrete 1:2:4 | 1 | each | 5,523.65 ₹5,523.65 | 5,339.73 ₹5,339.73 | 6,050 ₹6,050 |
Tender Value
₹42.1 L
EMD Value
₹50,000
Closing Date
2 Mar 2026, 4:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER OFFICE DIST PANCHAYAT PALAKKAD
GENERAL-BUDGET-(SI NO-1724)-2025-26- P A T T A M B I C O N S T I T U E N C Y - RENNOVATION OF ROADS IN VARIOUS P A N C H A Y A T H - P A D I J A K A R A CHAKKUTY E P ROAD-
2026_LSGD_839342_8
19/ET/EE/2025-26 DT 21/2/26
Open Tender
Civil Works - Roads
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
5 Jun 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
PADIJAKARA CHAKKUTY E P ROAD
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material
OD401065/2025-2026:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
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)
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
OD401066/2025-2026:Granite name board with information engraved, fixed to masonry wall in brick, plastered all round with foundation in plain cement concrete 1:2:4
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