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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance VADANA HOUSE KUMMANNOOR | KERALA | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance CHOCHUPARAMBIL ERATTUPETTA | IDUKKI | KERALA | 685501 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance EDAMATTOM | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹5.1 L
EMD Value
₹12,695
Closing Date
24 Jun 2026, 3:00 pmClosed
AEE, Pala Municipality
Office of the Assistant Executive Engineer
Annual Plan-2026-2027/PALA MUNICIPALITY-PROJECT NO. 08/27-MUNDANKAL PULIMALAKUNNU ELAMTHOTTAM SANTHIGRAM ROAD MAINTENANCE WARD 7-General Civil Work
2026_LSGD_854634_8
ET-001/2027
Open Tender
Civil Works - Roads
Item Rate
240 days
Pala Municipality
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,120
₹12,695
29 Jun 2026
17 Jun 2026
29 Jun 2026
17 Jun 2026
24 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Interlocking | |||||
| 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 | OD52185/2026-2027:OD for 6.7.1 Interlocking Concrete Block Pavement
Providing and laying of interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 | - | per sqm | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | 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 | - | cum | - | - |
| 1.005 | OD52208/2026-2027:Supplying and fixing information board 75X60 cm size using GI pipe and post 1 mm thick GI sheet MS angle frame painting lettering and fixing in position as per the direction of e-i-c | - | each | - | - |
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