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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹8.0 L+₹1,447.61 (0.18%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | VALIYATH BUILDERS L1 | VALIYATHU BUILDERS 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. | 285 | sqm | 17.58 ₹5,010.3 Lowest | 17.61 ₹5,018.85 |
| 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 | 40.6 | cum | 3,664.99 ₹1,48,798.59 Lowest | 3,671.67 ₹1,49,069.8 |
| 1.00 | OD225263/2026-2027: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) | 406 | sqm | 1,177.82 ₹4,78,194.92 Lowest | 1,179.97 ₹4,79,067.82 |
| 1.00 | OD102932/2026-2027:MorD: Surface dressing of the ground in All kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | 93.5 | sqm | 40.35 ₹3,772.73 Lowest | 40.43 ₹3,780.21 |
| 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) | 15.65 | cum | 10,087.03 ₹1,57,851.93 Lowest | 10,105.4 ₹1,58,139.4 |
Tender Value
₹7.2 L
EMD Value
₹18,070
Closing Date
13 Oct 2026, 1:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER ,LID AND EW SECTION,THEVALAKKARA GP
SO 96/2026-27 PADAPPANAL THEKKU PALLIVILA ROAD RENNOVATION WARD 9
2026_LSGD_875400_7
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
₹18,070
Yes
15 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. | 285 | 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 | 40.6 | cum | - | - |
| 1.003 | OD225263/2026-2027: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) | 406 | sqm | - | - |
| 1.004 | OD102932/2026-2027:MorD: Surface dressing of the ground in All kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | 93.5 | sqm | - | - |
| 1.005 | 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) | 15.65 | cum | - | - |
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