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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-Finance | ₹2.8 L | L1 | Accepted-Finance Accepted Vide Resolution |
| 2 | Rejected-Technical | - | - | Rejected-Technical High quated rate and hence not admitted |
| 3 | Rejected-Technical CHATTIKKAL HOUSE KOTTAPPADI | KOTTAYAM | KERALA | 686001 | - | - | Rejected-Technical High quated rate and hence not admitted |
| 4 | Rejected-Technical | - | - | Rejected-Technical High quated rate and hence not admitted |
| Sl No | Description | Qty | Unit | BIJU L3 | Anand j das L1 | ANOOP A S L4 | PRADEEP.T L2 |
|---|---|---|---|---|---|---|---|
| 1.00interlocking | |||||||
| 1.00 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 31.7 | cum | 773.22 ₹24,511.07 | 690.24 ₹21,880.61 Lowest | 797.96 ₹25,295.33 | 753.27 ₹23,878.66 |
| 1.00 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m 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 | 95.5 | cum | 54.14 ₹5,170.37 | 48.33 ₹4,615.52 Lowest | 55.87 ₹5,335.59 | 52.74 ₹5,036.67 |
| 1.00 | 4.11.1: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. (i) Using naturally occuring gravel | 17.25 | cum | 2,467.9 ₹42,571.28 | 2,203.03 ₹38,002.27 Lowest | 2,546.85 ₹43,933.16 | 2,404.23 ₹41,472.97 |
| 1.00 | OD161232/2026-2027: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 | 172.5 | sqm | 1,278.92 ₹2,20,613.7 | 1,141.66 ₹1,96,936.35 Lowest | 1,319.84 ₹2,27,672.4 | 1,245.93 ₹2,14,922.93 |
| 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) | 1.71 | cum | 9,099.76 ₹15,533.29 | 8,123.11 ₹13,866.15 Lowest | 9,390.88 ₹16,030.23 | 8,864.99 ₹15,132.54 |
Tender Value
₹3.2 L
EMD Value
₹7,957
Closing Date
9 Sept 2026, 6:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, LID and EW Thiruvananthapuram Corporation
2653-2026 GENERAL-ANGAALAMAN STREET BYLINE INTERLOCKING IN CHALA WARD-ANGAALAMAN STREET BYLINE INTERLOCKING IN CHALA WARD.- General Civil Work
2026_LSGD_867390_5
DB/62983/2026-27(70)
Open Tender
Civil Works - Roads
Item Rate
10 days
Thiruvananthapuram Corporation
Please refer Tender documents.
9 documents required · 9 mandatory
₹705
Yes
₹7,957
Yes
16 Sept 2026
3 Sept 2026
10 Sept 2026
3 Sept 2026
9 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1interlocking | |||||
| 1.001 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 1 | cum | - | - |
| 1.002 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m 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 | - | - |
| 1.003 | 4.11.1: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. (i) Using naturally occuring gravel | - | cum | - | - |
| 1.004 | OD161232/2026-2027: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 | - | - |
| 1.005 | 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) | - | cum | - | - |
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