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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAdmitted-Fee/PreQual/Technical/Finance NADUPILAKAL VADIKKETH CHOTHAYIL ROAD THODIYOOR | KANNUR | KERALA | 670511 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹8.0 L+₹723.76 (0.09%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JOSE GEORGE L1 | D GOPALAKRISHNAN L2 |
|---|---|---|---|---|---|
| 1.00INTER LOCK | |||||
| 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. | 555.1 | sqm | 17.59 ₹9,764.21 Lowest | 17.61 ₹9,775.31 |
| 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 | 33.44 | cum | 3,668.33 ₹1,22,650.61 Lowest | 3,671.67 ₹1,22,762.29 |
| 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) | 14.27 | cum | 10,096.22 ₹1,44,113.44 Lowest | 10,105.4 ₹1,44,244.48 |
| 1.00 | OD228600/2026-2027:Supplying and laying interlocking tile 80 mm or nearest size thickness, minimum strength M30 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 and conveyance charges etc. complete. (Based on MORTH 55.23) | 439.2 | sqm | 1,178.9 ₹5,17,772.88 Lowest | 1,179.97 ₹5,18,242.82 |
Tender Value
₹7.2 L
EMD Value
₹18,069
Closing Date
13 Oct 2026, 1:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER ,LID AND EW SECTION,THEVALAKKARA GP
SO 110/2026-27 PUTHUPPURA VADAKKARIKKAL JN. KALLIRIKKALMUKKU ROAD RENNOVATION WARD 13
2026_LSGD_875400_22
1/AE/LSGD/2026-27
Open Tender
Civil Works - Roads
Item Rate
THEVALAKKARA GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,595
Yes
₹18,069
Yes
16 Oct 2026
3 Oct 2026
15 Oct 2026
3 Oct 2026
13 Oct 2026
3 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1INTER LOCK | |||||
| 1.001 | 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. | 555.1 | 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 | 33.44 | cum | - | - |
| 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) | 14.27 | cum | - | - |
| 1.004 | OD228600/2026-2027:Supplying and laying interlocking tile 80 mm or nearest size thickness, minimum strength M30 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 and conveyance charges etc. complete. (Based on MORTH 55.23) | 439.2 | sqm | - | - |
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