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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.1 LAccepted-Finance | ₹18.1 L | L1 | Accepted-Finance L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 5 | Rejected-Technical NELLIPARA PO 670571 | KANNUR | KERALA | 670571 | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | CHANDRAN NAIR.M L3 | MAHESH L2 | SUNIL L4 | MADHU P L1 | ISRAYEL Y L L6 | ARUN R.G L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Improvements | |||||||||
| 1.00 | OD106118/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds of soil and in-e qualities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds of soil | 490 | sqm | 32.83 ₹16,086.7 | 35 ₹17,150 | 2.04 ₹999.6 Lowest | 32.04 ₹15,699.6 | 34.58 ₹16,944.2 | 33.8 ₹16,562 |
| 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. <br>(ii) Using Gravel mix soil. | 18 | cum | 2,218.93 ₹39,940.74 | 2,000 ₹36,000 | 55.56 ₹1,000.08 Lowest | 2,165.61 ₹38,980.98 | 2,337.99 ₹42,083.82 | 2,284.68 ₹41,124.24 |
| 1.00 | OD91721/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80mm blocks (M30) of approved size, design and shape , laid in required pattern over and including a bed of 6mm stone aggregate of 50mm average thickness etc complete as er direction of Engineer in charge | 490 | sqm | 1,153.54 ₹5,65,234.6 | 1,150 ₹5,63,500 | 1,319.84 ₹6,46,721.6 | 1,125.82 ₹5,51,651.8 Lowest | 1,215.44 ₹5,95,565.6 | 1,187.72 ₹5,81,982.8 |
| 1.00 | OD106129/2026-2027:Taking out existing CC interlocking paver blocks from footpath / road / Central verge etc including removal of rubbish , disposal of unserviceable material to the dumping ground, for payment shall be made separately and stacking of serviceable material with 50m lead as per direction Direction in charge (Based on DSR 16.83) | 90 | sqm | 126.8 ₹11,412 | 140 ₹12,600 | 11.11 ₹999.9 Lowest | 123.75 ₹11,137.5 | 133.6 ₹12,024 | 130.56 ₹11,750.4 |
| 1.00 | OD97772/2026-2027:Relaying of Interlocking Concrete Block Pavements using 80mm blocks (M30) of approved size, design and shape , laid in required pattern over and including a bed of 6mm stone aggregate of 50mm average thickness etc complete as er direction of Engineer in charge | 90 | sqm | 396.18 ₹35,656.2 | 420 ₹37,800 | 453.3 ₹40,797 | 386.66 ₹34,799.4 Lowest | 417.44 ₹37,569.6 | 407.92 ₹36,712.8 |
| 1.01 | 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) | 3.09 | cum | 8,207.63 ₹25,361.58 | 8,000 ₹24,720 | 323.62 ₹999.99 Lowest | 8,010.42 ₹24,752.2 | 8,648.06 ₹26,722.51 | 8,450.85 ₹26,113.13 |
| 1.01 | OD110074/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) | 21.6 | cum | 8,215.84 ₹1,77,462.14 | 8,000 ₹1,72,800 Lowest | 9,400.27 ₹2,03,045.83 | 8,018.43 ₹1,73,198.09 | 8,656.7 ₹1,86,984.72 | 8,459.3 ₹1,82,720.88 |
| 1.01 | OD93535/2026-2027:
Supplying and fixing cement concrete rings 120cm dia, 30cm height including all cost for labour, materials, excavation, placing, loading & unloading, transportation, backfilling etc. complete | 12 | each | 1,509.27 ₹18,111.24 | 1,500 ₹18,000 | 1,726.85 ₹20,722.2 | 1,473 ₹17,676 Lowest | 1,590.25 ₹19,083 | 1,553.99 ₹18,647.88 |
| 1.01 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.03 | Hectare | 42,072.26 ₹1,051.81 | 45,000 ₹1,125 | 40,000 ₹1,000 Lowest | 41,061.37 ₹1,026.53 | 44,329.91 ₹1,108.25 | 43,319.03 ₹1,082.98 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
31 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Thiruvananthapuram Corporation
277/26-27 Improvements of Radhakrishna Lane M G Nagar Sastha Nagar By roads Thuruthumoola ward
2026_LSGD_862015_2
T07/AEE/KZTM/5688629/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram Corporation
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
5 Aug 2026
24 Jul 2026
3 Aug 2026
24 Jul 2026
31 Jul 2026
24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Improvements | |||||
| 1.001 | OD106118/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds of soil and in-e qualities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds of soil | - | sqm | - | - |
| 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. <br>(ii) Using Gravel mix soil. | - | cum | - | - |
| 1.003 | OD91721/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80mm blocks (M30) of approved size, design and shape , laid in required pattern over and including a bed of 6mm stone aggregate of 50mm average thickness etc complete as er direction of Engineer in charge | - | sqm | - | - |
| 1.004 | OD106129/2026-2027:Taking out existing CC interlocking paver blocks from footpath / road / Central verge etc including removal of rubbish , disposal of unserviceable material to the dumping ground, for payment shall be made separately and stacking of serviceable material with 50m lead as per direction Direction in charge (Based on DSR 16.83) | - | sqm | - | - |
| 1.005 | OD97772/2026-2027:Relaying of Interlocking Concrete Block Pavements using 80mm blocks (M30) of approved size, design and shape , laid in required pattern over and including a bed of 6mm stone aggregate of 50mm average thickness etc complete as er direction of Engineer in charge | - | sqm | - | - |
| 1.006 | 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 | - | - |
| 1.007 | OD110074/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.008 | OD93535/2026-2027:
Supplying and fixing cement concrete rings 120cm dia, 30cm height including all cost for labour, materials, excavation, placing, loading & unloading, transportation, backfilling etc. complete | - | each | - | - |
| 1.009 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | - | Hectare | - | - |
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