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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAccepted-AOC | L1 | Accepted-AOC Agreement executed on 28/09/2026 | |
| 2 | Rejected-Technical KALLIYOOR P O THIRUVANANTHAPURAM 42 | 42 | - | Rejected-Technical L2 | |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | Anil Kumar L1 | Neelambaran.K L2 |
|---|---|---|---|---|---|
| 1.00Road work | |||||
| 1.00 | OD234703/2025-2026:Taking out existing CC interlocking paver blocks from footpath/ central verge ,including removal of rubbish etc.,disposal of unserviceable material to the dumping ground,for which payment shall be made seperately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in charge .(Based on DSR.16.83) | 355.96 | sqm | 143.63 ₹51,126.97 Lowest | 144.06 ₹51,280.03 |
| 1.00 | OD409547/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. Mod 50.2.26.1 | 142.38 | cum | 469.89 ₹66,905.29 Lowest | 471.31 ₹67,107.47 |
| 1.00 | OD396387/2025-2026: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 as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 35.6 | cum | 2,403.66 ₹85,560.68 Lowest | 2,410.94 ₹85,819.82 |
| 1.00 | OD236571/2025-2026:Laying old cement concrete interlocking paver block of any design /shape laid in required line ,level,curvature ,colour and pattern over and including 50 mm thick layer of 6mm aggregate filling the joints with fine sand etc .all complete as per the direction of engineer -in -charge (Old CC paver blocks shall be supplied by the department free of cost) Based on DSR.16.84) | 278.33 | sqm | 441.95 ₹1,23,009.27 Lowest | 443.28 ₹1,23,379.45 |
| 1.00 | OD236617/2025-2026:Providing and laying factory made chamfered edge Cement Concrete paver blocks in foot path ,parks,lawns,drive ways or light traffic parking etc ,of trequired strength ,thickness & size/shape,made by table vibratory method using PU mould,laid in required colour & pattern over 50mm thick compacted bed of 6mm aggregate ; compacting and proper embedding/laying of interlocking paver blocks into the 6mm aggregate layer through vibratory compaction by using plate vibrator , cutting of paver blocks as per required size and pattern finishing and sweeping extra aggregate . Complete all as per the direction of Engineer -in-charge 60mm thick cement concrete paver block of M -35 grade with approved colour,design & pattern.(Based on DSR .16.91.1) | 88.67 | sqm | 1,220.22 ₹1,08,200.57 Lowest | 1,223.92 ₹1,08,528.66 |
| 1.01 | OD239277/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 17.76 | cum | 9,306.27 ₹1,65,279.36 Lowest | 9,334.46 ₹1,65,780.01 |
| 1.01 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 2.59 | cum | 953.13 ₹2,469.56 Lowest | 956.02 ₹2,477.05 |
| 1.01 | OD337706/2025-2026:Supplying and conveying handling cc ring 0.90m dia 30cm and lowering for a depth more than 5 metre filling the sides with 25mm aggregate etc complete as per Engineer in charge | 3 | each | 2,012.45 ₹6,037.35 Lowest | 2,018.55 ₹6,055.65 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 0.24 | cum | 10,005.68 ₹2,361.34 Lowest | 10,036 ₹2,368.5 |
Tender Value
₹6.2 L
EMD Value
₹15,482
Closing Date
7 Mar 2026, 4:00 pmClosed
Superintending Engineer
Superintending Engineer Thiruvananthapuram Corporation 695033
TMC / OF /CELSGD / 112263/2025Chapprampu colony to Attupuram Road-Chapparampu colony to Attupuram road balance work -(Re Tender)
2026_LSGD_833544_6
DB/62983/2025-26(124)
Open Tender
Civil Works - Roads
Item Rate
180 days
kalady ward
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,370
Yes
₹15,482
Yes
2 Oct 2026
27 Feb 2026
9 Mar 2026
27 Feb 2026
7 Mar 2026
27 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 1.001 | OD234703/2025-2026:Taking out existing CC interlocking paver blocks from footpath/ central verge ,including removal of rubbish etc.,disposal of unserviceable material to the dumping ground,for which payment shall be made seperately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in charge .(Based on DSR.16.83) | 355.96 | sqm | - | - |
| 1.002 | OD409547/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. Mod 50.2.26.1 | 142.39 | cum | - | - |
| 1.003 | OD396387/2025-2026: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 as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 35.6 | cum | - | - |
| 1.004 | OD236571/2025-2026:Laying old cement concrete interlocking paver block of any design /shape laid in required line ,level,curvature ,colour and pattern over and including 50 mm thick layer of 6mm aggregate filling the joints with fine sand etc .all complete as per the direction of engineer -in -charge (Old CC paver blocks shall be supplied by the department free of cost) Based on DSR.16.84) | 278.33 | sqm | - | - |
| 1.005 | OD236617/2025-2026:Providing and laying factory made chamfered edge Cement Concrete paver blocks in foot path ,parks,lawns,drive ways or light traffic parking etc ,of trequired strength ,thickness & size/shape,made by table vibratory method using PU mould,laid in required colour & pattern over 50mm thick compacted bed of 6mm aggregate ; compacting and proper embedding/laying of interlocking paver blocks into the 6mm aggregate layer through vibratory compaction by using plate vibrator , cutting of paver blocks as per required size and pattern finishing and sweeping extra aggregate . Complete all as per the direction of Engineer -in-charge 60mm thick cement concrete paver block of M -35 grade with approved colour,design & pattern.(Based on DSR .16.91.1) | 88.67 | sqm | - | - |
| 1.006 | OD239277/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 17.76 | cum | - | - |
| 1.007 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 2.59 | cum | - | - |
| 1.008 | OD337706/2025-2026:Supplying and conveying handling cc ring 0.90m dia 30cm and lowering for a depth more than 5 metre filling the sides with 25mm aggregate etc complete as per Engineer in charge | 3 | each | - | - |
| 1.009 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 0.24 | cum | - | - |
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