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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAccepted-AOC | ₹1.2 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹1.3 LRejected-AOC | ₹1.3 L | L2 | Rejected-AOC REJECT |
| Sl No | Description | Qty | Unit | JAMSHAS.P.K L1 | C T KUNHOYI L2 |
|---|---|---|---|---|---|
| 1.00ROAD RENOVATION (INTERLOCK WORK) | |||||
| 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. | 84 | sqm | 14.4 ₹1,209.60 | 15.2 ₹1,276.80 |
| 1.00 | OD326006/2025-2026:(OD From DAR 51.2.3): Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade[od from DAR 51.2.3] | 12.6 | cum | 923.1 ₹11,631.06 | 975.7 ₹12,293.82 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 8.4 | cum | 3,008 ₹25,267.20 | 3,179.5 ₹26,707.80 |
| 1.00 | OD325661/2025-2026:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80
mm
as per drawings and Technical Specification Clause 1504. | 77.7 | sqm | 969.4 ₹75,322.38 | 1,024.6 ₹79,611.42 |
| 1.00 | OD325664/2025-2026:(OD From MORD 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)
(excluding form work ) | 1.2 | cum | 8,257.1 ₹9,867.23 | 8,727.9 ₹10,429.84 |
Tender Value
₹1.3 L
EMD Value
₹3,153
Closing Date
27 Jan 2026, 6:00 pmClosed
AE Parappanangadi Municipality
AE Parappanangadi Municipality
Annual Plan Project.No 713 25 26 Valiyaparambu Road Interlock Completion in division 09 in parappanangadi municipality General Civil Work division 9
2026_LSGD_828840_6
AE/TEN/5/2025/LSGD/PGDI
Open Tender
Civil Works - Roads
300 days
AE Parappanangadi
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹3,153
Yes
20 Apr 2026
20 Jan 2026
29 Jan 2026
20 Jan 2026
27 Jan 2026
20 Jan 2026
ROAD RENOVATION (INTERLOCK WORK)
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.
OD326006/2025-2026:(OD From DAR 51.2.3): Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade[od from DAR 51.2.3]
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material
OD325661/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
OD325664/2025-2026:(OD From MORD 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) (excluding form work )
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