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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAdmitted-Fee/PreQual/Technical/Finance ERINJAD GRAMA PANCHAYATH | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.9 L+₹1,704.99 (0.25%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹6.9 L+₹2,541.83 (0.37%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹7.0 L+₹11,864.11 (1.72%)Admitted-Fee/PreQual/Technical/Finance KERALA KERALA | IDUKKI | KERALA | 685501 | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹7.0 L+₹11,956.73 (1.73%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | PATHANAMTHITTA | KERALA | 689694 | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M/S SAJEEVAN P A L4 | Ranjith T L1 | ASHIF K.A L6 | TINCY CLEETUS L7 | RAJEEV L2 | SHAN C.V. L5 | MOHAMED SAGEER P A L3 | AKHIL K M L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00tiling | |||||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 420 | sqm | 13.27 ₹5,573.4 | 13.06 ₹5,485.2 Lowest | 14.73 ₹6,186.6 | 15.43 ₹6,480.6 | 13.1 ₹5,502 | 13.29 ₹5,581.8 | 13.1 ₹5,502 | 13.29 ₹5,581.8 |
| 1.00 | OD223494/2026-2027:Filling up low laying and water logged areas with quarry muck , spreading in layers, levelling
the top at site and consolidation by ramming etc. complete | 5.67 | cum | 786.46 ₹4,459.23 | 773.19 ₹4,383.99 Lowest | 871.74 ₹4,942.77 | 913.42 ₹5,179.09 | 775.09 ₹4,394.76 | 786.55 ₹4,459.74 | 810.81 ₹4,597.29 | 786.55 ₹4,459.74 |
| 1.00 | 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. | 56 | cum | 2,061.78 ₹1,15,459.68 | 2,027 ₹1,13,512 Lowest | 2,285.3 ₹1,27,976.8 | 2,394.62 ₹1,34,098.72 | 2,031.97 ₹1,13,790.32 | 2,062.03 ₹1,15,473.68 | 2,034.45 ₹1,13,929.2 | 2,062.03 ₹1,15,473.68 |
| 1.00 | OD219839/2026-2027:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block
Pavements having thickness 80 mm thickness, minimum strength M40 including providing a
layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as
per the directions of the departmental officers at site inclusive of all cost and conveyance
charges etc. complete. (Modified MORTH 55.23) | 504 | sqm | 994.74 ₹5,01,348.96 | 977.95 ₹4,92,886.8 Lowest | 1,102.6 ₹5,55,710.4 | 1,155.32 ₹5,82,281.28 | 980.36 ₹4,94,101.44 | 994.86 ₹5,01,409.44 | 981.16 ₹4,94,504.64 | 994.86 ₹5,01,409.44 |
| 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) | 10.04 | cum | 7,624.99 ₹76,524.4 | 7,496.37 ₹75,233.57 Lowest | 8,451.8 ₹84,822.26 | 8,855.92 ₹88,878.01 | 7,514.75 ₹75,418.03 | 7,625.91 ₹76,533.63 | 7,523.94 ₹75,510.26 | 7,625.91 ₹76,533.63 |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
29 Oct 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer,
The Assistant Engineer, LID AND EW Section , Eriyad Grama Panchayat
ERIYAD GRAMAPANCHAYATH-2026-2027 O S MILL-U BAZAR ROAD RENOVATION BALANCE PORTION P NO 156 General Civil Work
2026_LSGD_880682_2
01/2026/AE/LID EW/ERD
Open Tender
Civil Works - Roads
Item Rate
Eriyad Grama Panchayat
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
Yes
₹21,186
Yes
3 Nov 2026
19 Oct 2026
31 Oct 2026
19 Oct 2026
29 Oct 2026
19 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1tiling | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 420 | sqm | - | - |
| 1.002 | OD223494/2026-2027:Filling up low laying and water logged areas with quarry muck , spreading in layers, levelling
the top at site and consolidation by ramming etc. complete | 5.67 | cum | - | - |
| 1.003 | 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. | 56 | cum | - | - |
| 1.004 | OD219839/2026-2027:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block
Pavements having thickness 80 mm thickness, minimum strength M40 including providing a
layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as
per the directions of the departmental officers at site inclusive of all cost and conveyance
charges etc. complete. (Modified MORTH 55.23) | 504 | 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) | 10.04 | cum | - | - |
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