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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAccepted-AOC | ₹2.6 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | Nellikkaparamba Labour Contract Co-operative Society Ltd No D 3188 L4 | ABDUL GAFOOR K L2 | ASRAF A L3 | RASAL SALEEM L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road 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 | 79.88 | cum | 383.4 ₹30,624.08 | 341.6 ₹27,285.30 | 353.4 ₹28,227.83 | 315.8 ₹25,224.53 |
| 1.00 | OD479518/2025-2026: DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site( OD from 60.7.1.) | 54 | cum | 3,613.2 ₹2.0 L | 3,218.5 ₹1.7 L | 3,330.4 ₹1.8 L | 2,976.2 ₹1.6 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 | 2.36 | cum | 9,082.4 ₹21,461.71 | 8,090.2 ₹19,117.14 | 8,371.6 ₹19,782.09 | 7,481.2 ₹17,678.08 |
| 1.00 | 12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 0.9 | cum | 8,081 ₹7,272.90 | 7,198.1 ₹6,478.29 | 7,448.5 ₹6,703.65 | 6,656.3 ₹5,990.67 |
| 1.00 | OD479544/2025-2026: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.. Using Gravel mix soil. | 2.75 | cum | 2,113.2 ₹5,811.30 | 1,882.4 ₹5,176.60 | 1,947.9 ₹5,356.73 | 1,740.7 ₹4,786.93 |
| 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) | 4.12 | cum | 8,306.3 ₹34,263.49 | 7,398.8 ₹30,520.05 | 7,656.2 ₹31,581.83 | 6,841.9 ₹28,222.84 |
| 1.01 | 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 | 0.29 | tonne | 87,655.8 ₹25,858.46 | 78,079.6 ₹23,033.48 | 80,795.8 ₹23,834.76 | 72,202.3 ₹21,299.68 |
Tender Value
₹3.4 L
EMD Value
₹8,471
Closing Date
27 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER OFFICE KODIYATHUR
ASSISTANT ENGINEER OFFICE KODIYATHUR
Annual Plan-PROJECT NO 379/26 KODIYATHUR G.P-ATHADIKUNNU PAZHAMPARAMBU ROAD AND SIDE WALL-General Civil Work
2026_LSGD_838232_2
AE/LID EW/KDR/05/2026
Open Tender
Civil Works - Roads
ASSISTANT ENGINEER KODIYATHUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹750
Yes
₹8,471
Yes
10 Apr 2026
19 Feb 2026
2 Mar 2026
19 Feb 2026
27 Feb 2026
19 Feb 2026
Road 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
OD479518/2025-2026: DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site( OD from 60.7.1.)
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
12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
OD479544/2025-2026: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.. Using Gravel mix soil.
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)
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
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