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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAccepted-AOC KOLLAM KOLLAM KERALA 673585 | KOZHIKODE | KERALA | 673585 | ₹9.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹9.3 LRejected-Finance KOLLAM KOLLAM KERALA 673585 | KOZHIKODE | KERALA | 673585 | ₹9.3 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | RITHU M.V L1 | SHAJU C K L2 |
|---|---|---|---|---|---|
| 1.00Road side protection work | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 46.89 | cum | 405.52 ₹19,014.43 | 405.5 ₹19,013.49 |
| 1.00 | 3.8.1:Excavation in ordinary Rock by manual means <br> Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. | 18.51 | cum | 630.79 ₹11,675.92 | 630 ₹11,661.30 |
| 1.00 | OD424890/2025-2026:Dry rubble without concrete levelling course masonry using good quality blasted rubble including packing to compactness to lines and levels for road protection to withstand the dynamic loads due to moving traffic, including cost and conveyance of all materials , labour charges etc. complete as
per direction of deptl. officers at site. | 118.36 | cum | 3,821.24 ₹4.5 L | 3,821 ₹4.5 L |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 6.89 | cum | 9,605.33 ₹66,180.72 | 9,605 ₹66,178.45 |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.57 | tonne | 92,702.51 ₹53,118.54 | 92,702 ₹53,118.25 |
| 1.01 | OD424910/2025-2026:Providing and fixing hand rail of approved size by welding etc. to steel ladder
railing, balcony railing, staircase railing and similar works, including applying
priming coat of approves steel primer (for G.I.Pipe)Modified DAR 10.26.3 | 214.24 | kg | 202.16 ₹43,310.76 | 202 ₹43,276.48 |
| 1.01 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 27 | cum | 63 ₹1,701 | 63 ₹1,701 |
| 1.01 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 14.2 | cum | 3,077 ₹43,693.40 | 3,077 ₹43,693.40 |
| 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) | 25.2 | cum | 8,784.4 ₹2.2 L | 9,500 ₹2.4 L |
Tender Value
₹9.1 L
EMD Value
₹22,871
Closing Date
10 Feb 2026, 5:00 pmClosed
Shahul Hameed AM
Assistant Engoneer LID and EW Sub division Chelannur Block
Annual Plan 2025 26 CBP Pro No 141 Annassery Chengottummal Road-In Thalakkulathur GP
2026_LSGD_832827_2
2025 26/AE/LID EW/CBP/ PHASE 9
Open Tender
Civil Works - Roads
240 days
Chelannur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,020
Yes
₹22,871
Yes
30 Mar 2026
3 Feb 2026
13 Feb 2026
3 Feb 2026
10 Feb 2026
3 Feb 2026
Road side protection work
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
3.8.1:Excavation in ordinary Rock by manual means <br> Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.
OD424890/2025-2026:Dry rubble without concrete levelling course masonry using good quality blasted rubble including packing to compactness to lines and levels for road protection to withstand the dynamic loads due to moving traffic, including cost and conveyance of all materials , labour charges etc. complete as per direction of deptl. officers at site.
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD424910/2025-2026:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer (for G.I.Pipe)Modified DAR 10.26.3
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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)
10.7:Painting on Concrete/Steel Surfaces with Epoxy<br> Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
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