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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-AOC PERUNTHALLUR POOVAMKULANGPORA ROAD RETARRING TRIPRANGODE KERALA | MALAPPURAM | KERALA | 673314 | ₹7.3 L | L1 | Accepted-AOC LOWEST |
| 2 | L2₹7.8 L+₹48,951.76 (6.70%)Rejected-AOC | ₹7.8 L+₹48,951.76 (6.70%) | L2 | Rejected-AOC HIGHEST |
| 3 | L3₹8.0 L+₹71,100.88 (9.73%)Rejected-AOC | ₹8.0 L+₹71,100.88 (9.73%) | L3 | Rejected-AOC HIGHEST |
| Sl No | Description | Qty | Unit | NIZAR P L3 | P MOHAMMED KUTTY L1 | KISHOR KUMAR M L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD RENOVATION | ||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 25.05 | cum | 61 ₹1,528.05 | 56 ₹1,402.8 Lowest | 60.5 ₹1,515.53 |
| 1.00 | OD181289/2025-2026:Filling with quarry muck
Filling up low laying 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 | 53.97 | cum | 893 ₹48,195.21 | 814 ₹43,931.58 Lowest | 868.73 ₹46,885.36 |
| 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. | 334 | sqm | 13 ₹4,342 | 12 ₹4,008 Lowest | 13.5 ₹4,509 |
| 1.00 | OD181296/2025-2026:[OD From MORD 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 Plate Vibrator to achieve the desired
density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 50.1 | cum | 2,872 ₹1,43,887.2 | 2,617 ₹1,31,111.7 Lowest | 2,792 ₹1,39,879.2 |
| 1.00 | OD181297/2025-2026: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) | 75.15 | cum | 7,995 ₹6,00,824.25 | 7,285 ₹5,47,467.75 Lowest | 7,770 ₹5,83,915.5 |
| 1.01 | OD181298/2025-2026:Providing and fixing granite of any colour and shade for name board of required size laid over base of cement mortar 1:4 ( 1 cement 4 course sand) including all charges etc . complete at all levels, including lettering fixing | 1 | each | 2,767 ₹2,767 | 2,521 ₹2,521 Lowest | 2,690 ₹2,690 |
Tender Value
₹8.5 L
EMD Value
₹21,181
Closing Date
10 Sept 2025, 6:00 pmClosed
ABIDA P
TRIPRANGODE GP
40 ALINGAL FHC ROAD MUHALAMUKKU ROAD RETARRING-TRIPRANGODU GP 2025-26
2025_LSGD_794260_1
05/AE/LIDEW/TPGDI/25-26
Open Tender
Civil Works - Roads
Item Rate
150 days
TRIPRANGODE GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,181
Yes
23 Jan 2026
3 Sept 2025
12 Sept 2025
3 Sept 2025
10 Sept 2025
3 Sept 2025
Amount
ROAD RENOVATION
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD181289/2025-2026:Filling with quarry muck Filling up low laying 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
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.
OD181296/2025-2026:[OD From MORD 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 Plate Vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
OD181297/2025-2026: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)
OD181298/2025-2026:Providing and fixing granite of any colour and shade for name board of required size laid over base of cement mortar 1:4 ( 1 cement 4 course sand) including all charges etc . complete at all levels, including lettering fixing
KISHOR KUMAR M (BID ID -2331001)
NIZAR P (BID ID -2333025)
Bidder Name
NIZAR P
KISHOR KUMAR M
P MOHAMMED KUTTY
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