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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC | ₹5.3 L | L1 | Accepted-AOC LOWEST |
| 2 | L2₹5.4 LRejected-AOC KOLLAYIL KERALA | IDUKKI | KERALA | 685533 | ₹5.4 L | L2 | Rejected-AOC HIGHER |
| 3 | L3₹5.4 LRejected-AOC | ₹5.4 L | L3 | Rejected-AOC HIGHER |
| Sl No | Description | Qty | Unit | Pradeep L2 | SHAJI SHARON L1 | ANIL KUMAR G L3 |
|---|---|---|---|---|---|---|
| 1.00DRAINAGE CONSTRUCTION | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 31.88 | cum | 430 ₹13,706.25 | 434.79 ₹13,858.93 | 440 ₹14,025 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 4.25 | cum | 8,850 ₹37,612.50 | 8,864.64 ₹37,674.72 | 8,983 ₹38,177.75 |
| 1.00 | 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 | 12.11 | cum | 9,800 ₹1.2 L | 9,736.76 ₹1.2 L | 9,867 ₹1.2 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 For height upto 5 m III. R.C.C grade M 20 | 5.74 | cum | 10,350 ₹59,388.30 | 10,298.46 ₹59,092.56 | 10,436 ₹59,881.77 |
| 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 | 1.58 | tonne | 1,00,800 ₹1.6 L | 99,392.04 ₹1.6 L | 1,00,724 ₹1.6 L |
| 1.01 | OD366803/2025-2026: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, mixing by mix in place method with rotavator at once, etc complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. For footpaths (without Power Roller) (Derived from 4.11.2) | 10.12 | cum | 2,300 ₹23,287.50 | 2,306.32 ₹23,351.49 | 2,337 ₹23,662.13 |
| 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) | 13.39 | cum | 9,400 ₹1.3 L | 9,418.38 ₹1.3 L | 9,544 ₹1.3 L |
Tender Value
₹5.4 L
EMD Value
₹13,578
Closing Date
13 Feb 2026, 6:00 pmClosed
AJITHKUMAR Y
LIDANDEW SECTION ARYAD GP
GENERAL-CONSTRUCTION OF DRAIN AND ROAD FOR NJANADEEPAM NH ROAD, W-16-PROJ.NO285/26-General Civil Work
2026_LSGD_829404_2
7/AE/LIDANDEW/AGP2025-26
Open Tender
Civil Works - Roads
ARYAD GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,200
Yes
₹13,578
Yes
27 Mar 2026
6 Feb 2026
16 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
DRAINAGE CONSTRUCTION
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
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
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 For height upto 5 m 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
OD366803/2025-2026: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, mixing by mix in place method with rotavator at once, etc complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. For footpaths (without Power Roller) (Derived from 4.11.2)
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)
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