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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.1 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹7.4 L+₹29,643.08 (4.15%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | K HARINARAYANAN L2 | karthikeyan L3 | DINAKARAN.K L1 |
|---|---|---|---|---|---|---|
| 1.00Road Maintenance | ||||||
| 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. | 503 | sqm | 14.05 ₹7,067.15 | 14.24 ₹7,162.72 | 13.49 ₹6,785.47 Lowest |
| 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 | 50.3 | cum | 2,930.65 ₹1,47,411.7 | 2,970.7 ₹1,49,426.21 | 2,813.83 ₹1,41,535.65 Lowest |
| 1.00 | OD108777/2026-2027:Supplying and laying interlocking tile 100mm or nearest size thickness, minimum strength M50 including providing a layer of 6mm aggregate for 5cm 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. | 503 | sqm | 951.02 ₹4,78,363.06 | 963 ₹4,84,389 | 913.11 ₹4,59,294.33 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 13.19 | cum | 8,065.94 ₹1,06,405.88 | 8,176 ₹1,07,857.79 | 7,744.41 ₹1,02,164.26 Lowest |
| 1.00 | OD108708/2026-2027: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 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 | each | 4,390 ₹4,390 | 4,450 ₹4,450 | 4,215 ₹4,215 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,174
Closing Date
10 Aug 2026, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER DISTRICT PANCHYATH OFFICE PALAKKAD
Annual Plan-DP-PKD-2026-27-Ambalapara division -Athirkkad sevasadanam road maintanance in lakkidi perur GP
2026_LSGD_863060_22
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
₹21,174
Yes
24 Sept 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 Maintenance | |||||
| 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 | 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 | 1 | cum | - | - |
| 1.003 | OD108777/2026-2027:Supplying and laying interlocking tile 100mm or nearest size thickness, minimum strength M50 including providing a layer of 6mm aggregate for 5cm 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. | - | sqm | - | - |
| 1.004 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.005 | OD108708/2026-2027: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 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. | - | each | - | - |
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