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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹11.2 L+₹23,944.02 (2.19%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical | - | Rejected-Technical L7 | |
| 5 | Rejected-Technical | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | Anand j das L5 | R SURESHKUMAR L1 | SUNIL L3 | VIJAYAN J L4 | SHAFEER.S L8 | ANOOP A S L7 | ISRAYEL Y L L6 | SURESHKUMAR G L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Retarring | |||||||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 7.5 | cum | 60 ₹450 | 57.74 ₹433.05 Lowest | 67.13 ₹503.48 | 60.42 ₹453.15 | 67.12 ₹503.4 | 63.71 ₹477.83 | 61.88 ₹464.1 | 59 ₹442.5 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 1.35 | cum | 2,300 ₹3,105 | 2,183.64 ₹2,947.91 | 740.24 ₹999.32 Lowest | 2,284.94 ₹3,084.67 | 2,538.8 ₹3,427.38 | 2,409.34 ₹3,252.61 | 2,340.53 ₹3,159.72 | 2,233 ₹3,014.55 |
| 1.00 | OD65194/2026-2027:Providing and laying of Intelocking Concrete Block Pavements using 80mm Blocks (M30 grade concrete)of approved size, design and shape , laid in required pattern over and including a bed of 6mm stone aggregate 50mm average thickness etc complete as per the direction of Engineer in charge | 908 | sqm | 1,200 ₹10,89,600 | 1,135.19 ₹10,30,752.52 Lowest | 1,181.12 ₹10,72,456.96 | 1,187.86 ₹10,78,576.88 | 1,319.84 ₹11,98,414.72 | 1,252.53 ₹11,37,297.24 | 1,216.76 ₹11,04,818.08 | 1,160 ₹10,53,280 |
| 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) | 7.31 | cum | 9,000 ₹65,790 | 8,077.1 ₹59,043.6 Lowest | 9,390.71 ₹68,646.09 | 8,451.79 ₹61,782.58 | 9,390.88 ₹68,647.33 | 8,911.95 ₹65,146.35 | 8,657.45 ₹63,285.96 | 8,260 ₹60,380.6 |
| 1.00 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 3 | cum | 50 ₹150 | 48.05 ₹144.15 Lowest | 55.81 ₹167.43 | 50.28 ₹150.84 | 55.85 ₹167.55 | 53.02 ₹159.06 | 51.5 ₹154.5 | 49.2 ₹147.6 |
Tender Value
₹12.7 L
EMD Value
₹31,779
Closing Date
16 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer
Office of Assistant Executive Engineer Nemomzonal Thiruvananthapuram corporation
Annual Plan-Thiruvananthapuram Corporation Vizhinjam Zonal Proj No 353/27-Port Ward- Renovation of Variuos Roads in Mukkola Junction Deep Road Concrete Interlocking
2026_LSGD_859663_1
01/AEE5/LID AND EW TMC 2026-27(2)
Open Tender
Civil Works - Roads
Item Rate
180 days
Nemom zonal
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,779
Yes
20 Jul 2026
8 Jul 2026
18 Jul 2026
8 Jul 2026
16 Jul 2026
8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retarring | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 1.002 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | - | cum | - | - |
| 1.003 | OD65194/2026-2027:Providing and laying of Intelocking Concrete Block Pavements using 80mm Blocks (M30 grade concrete)of approved size, design and shape , laid in required pattern over and including a bed of 6mm stone aggregate 50mm average thickness etc complete as per the direction of Engineer in charge | - | 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) | 1 | cum | - | - |
| 1.005 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | - | cum | - | - |
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