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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC FARIDABAD | HARYANA | 121004 | L1 | Accepted-AOC negotiated value | |
| 2 | L2₹3.4 L+₹4,155.31 (1.23%)Rejected-Finance | L2 | Rejected-Finance rejected |
| Sl No | Description | Qty | Unit | NA L1 | KRISHNA DASAN C K L2 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||
| 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. | 204 | sqm | 16.01 ₹3,266.04 Lowest | 20 ₹4,080 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 10.2 | cum | 3,337.88 ₹34,046.38 Lowest | 3,400 ₹34,680 |
| 1.00 | 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) | 30.6 | cum | 9,563.75 ₹2,92,650.75 Lowest | 9,650 ₹2,95,290 |
| 1.00 | OD302829/2025-2026: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 | 9.18 | cum | 947.54 ₹8,698.42 Lowest | 955 ₹8,766.9 |
Tender Value
₹3.4 L
EMD Value
₹8,467
Closing Date
17 Oct 2025, 11:30 amClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER, LIDEW SECTION,KONGAD GP
Annual Plan- KONGAD GP 2025- 26,PROJECT NO.147/26-VENNIYEDATH ATTAKKAD CANAL ROAD RENOVATION,WARD 3-General Civil Work
2025_LSGD_806810_1
ET5/05/AE/LIDEW/KGP/2025-26
Open Tender
Civil Works - Roads
Item Rate
240 days
KONGAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,467
Yes
1 Dec 2025
8 Oct 2025
18 Oct 2025
8 Oct 2025
17 Oct 2025
8 Oct 2025
Amount
ROAD CONCRETE
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
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)
OD302829/2025-2026: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
KRISHNA DASAN C K (BID ID -2392036)
Bidder Name
KRISHNA DASAN C K
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