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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.7 L+₹22,043.42 (3.38%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | IDUKKI | KERALA | 685501 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹7.1 L+₹59,074.32 (9.05%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K.MUJEEB L1 | SURESH KUMAR G L2 | Binish L3 |
|---|---|---|---|---|---|---|
| 1.00Road Maintenance | ||||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 8.19 | cum | 1,681.85 ₹13,774.35 Lowest | 1,738.7 ₹14,239.95 | 1,834.08 ₹15,021.12 |
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 13.17 | cum | 440.58 ₹5,803.76 Lowest | 455.4 ₹5,998.98 | 480.46 ₹6,329.1 |
| 1.00 | OD144017/2026-2027:DR With Departmental Stone-DRY RUBBLE MASONRY-Dry rubble with out concrete levelling course using departmental rubble including packing to compactness to lines and levels ,labour charges etc...complete as per direction of Departmental officers at site | 6.59 | cum | 1,639.17 ₹10,797.21 Lowest | 1,694.5 ₹11,161.67 | 1,787.53 ₹11,774.46 |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 40.43 | cum | 6,279.41 ₹2,53,901.66 Lowest | 6,491.6 ₹2,62,481.35 | 6,847.77 ₹2,76,882.73 |
| 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) | 5.67 | cum | 8,424.23 ₹47,765.38 Lowest | 8,709 ₹49,380.03 | 9,186.73 ₹52,088.76 |
| 1.01 | 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. | 16.38 | cum | 2,277.89 ₹37,311.84 Lowest | 2,355 ₹38,574.9 | 2,484.07 ₹40,689.07 |
| 1.01 | 75.8.1: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) | 24.57 | cum | 8,769.96 ₹2,15,477.92 Lowest | 9,066.4 ₹2,22,761.45 | 9,563.75 ₹2,34,981.34 |
| 1.01 | OD142712/2026-2027:Providing and fixing of mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground ,300 mm below ground and 450 mm above ground level complete with painting as per drawings. | 58 | each | 436.43 ₹25,312.94 Lowest | 451 ₹26,158 | 475.93 ₹27,603.94 |
| 1.01 | OD159149/2026-2027:Construction of embankment wirth approved material obtained from borrow pits with a lift up to 1.5m, transporting to site, spreading ,grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead up to 1000m as per Technical specification Clause 301.50(With out power roller Above 20cm thickness) | 9.24 | cum | 1,166.04 ₹10,774.21 Lowest | 1,205.4 ₹11,137.9 | 1,271.58 ₹11,749.4 |
Tender Value
₹7.1 L
EMD Value
₹17,794
Closing Date
26 Sept 2026, 5:00 pmClosed
NIDHIN M S
AE LID/EW TKY
Prject no.80/27, Maintenance of Chirayakom Valiyapurakkal road in ward 3
2026_LSGD_870213_1
19/2026-27/AE/LID/EW/TKY
Open Tender
Civil Works - Roads
Item Rate
150 days
THAKAZHY GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,570
₹17,794
Yes
28 Sept 2026
16 Sept 2026
28 Sept 2026
16 Sept 2026
26 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 1.001 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 8.19 | cum | - | - |
| 1.002 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 13.17 | cum | - | - |
| 1.003 | OD144017/2026-2027:DR With Departmental Stone-DRY RUBBLE MASONRY-Dry rubble with out concrete levelling course using departmental rubble including packing to compactness to lines and levels ,labour charges etc...complete as per direction of Departmental officers at site | 6.59 | cum | - | - |
| 1.004 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 40.43 | cum | - | - |
| 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) | 5.67 | cum | - | - |
| 1.006 | 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. | 16.38 | cum | - | - |
| 1.007 | 75.8.1: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) | 24.57 | cum | - | - |
| 1.008 | OD142712/2026-2027:Providing and fixing of mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground ,300 mm below ground and 450 mm above ground level complete with painting as per drawings. | 58 | each | - | - |
| 1.009 | OD159149/2026-2027:Construction of embankment wirth approved material obtained from borrow pits with a lift up to 1.5m, transporting to site, spreading ,grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead up to 1000m as per Technical specification Clause 301.50(With out power roller Above 20cm thickness) | 9.24 | cum | - | - |
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