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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | ₹8.5 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | IBRAHIM KUTTY PK L1 | MOHAMMED BASITH L2 |
|---|---|---|---|---|---|
| 1.00App A: Road Interlock Works | |||||
| 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. | 327 | sqm | 14.7 ₹4,806.90 | 14.7 ₹4,806.90 |
| 1.00 | OD215119/2025-2026:Filling with Quarry Muck - 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 | 80.4 | cum | 944.28 ₹75,920.11 | 944.28 ₹75,920.11 |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 54.5 | cum | 3,449.92 ₹1.9 L | 3,449.92 ₹1.9 L |
| 1.00 | OD215122/2025-2026:[OD From MoRD 6.7.1] - Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 545 | sqm | 991.62 ₹5.4 L | 991.62 ₹5.4 L |
| 1.00 | OD215118/2025-2026: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 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) | 3.13 | cum | 8,446.62 ₹26,437.92 | 8,446.62 ₹26,437.92 |
| 1.01 | OD215130/2025-2026:OD from Mord 3.3 and 3.40 Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 20 | cum | 445.65 ₹8,913 | 445.65 ₹8,913 |
| 1.01 | OD215127/2025-2026:Providing and fixing granite of any colour and shade for name board of required size&lt;br&gt;laid over base of cement mortar 1:4 ( 1 cement 4 course sand) including all charges etc . complete at all&lt;br&gt;levels, including lettering fixing.. | 1 | each | 2,500 ₹2,500 | 2,923.71 ₹2,923.71 |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
23 Sept 2025, 3:30 pmClosed
ASSISTANT ENGINEER POOKKOTTUR GP
POOKKOTTUR GP ARAVANKARA POOKKOTTUR MALAPPURAM - 676517
224/26 RENOVATION OF ARAVANKARA CHEMBRAMMAL ROAD
2025_LSGD_794963_19
ET/04/2026/AE/LIDANDEW/PKTR
Open Tender
Civil Works - Roads
180 days
POOKKOTTUR
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
₹21,186
9 Jun 2026
16 Sept 2025
25 Sept 2025
16 Sept 2025
23 Sept 2025
16 Sept 2025
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