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Tender ID
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₹3.8 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED | |
| 2 | L2₹3.9 L+₹13,919.51 (3.70%)Rejected-AOC CHERKALA CHENGALA KASARGOD KERALA 671541 | KASARAGOD | KERALA | 671541 | L2 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | BM ABDHULLA L2 | B ABDULLA L1 |
|---|---|---|---|---|---|
| 1.00ROAD RENOVATION | |||||
| 1.00 | 3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m <br> Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m. | 25.88 | cum | 70.03 ₹1,812.03 | 44 ₹1,138.5 Lowest |
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 45.23 | cum | 57.15 ₹2,584.61 Lowest | 58 ₹2,623.05 |
| 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. <br>(ii) Using Gravel mix soil. | 22.61 | cum | 2,029.5 ₹45,893.08 | 1,955 ₹44,208.42 Lowest |
| 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) | 45.23 | cum | 7,509.99 ₹3,39,639.3 | 7,253.5 ₹3,28,039.54 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,582
Closing Date
19 Aug 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
AE LSGD CHEMNAD GRAMA PANCHAYAT KOLIYADUKKAM PERUMBALA P O
Annual Plan RENOVATION OF KUNDADUKKAM KALLINGAL ROAD IN CHEMNAD GP WARD 5 CHEMNAD GP PR NO 153
2025_LSGD_784369_1
03/2025-26/AE/LSGD/CHMD
Open Tender
Civil Works - Roads
Item Rate
CHEMNAD GRAMA PANCHAYAT
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,582
Yes
15 Nov 2025
11 Aug 2025
20 Aug 2025
11 Aug 2025
19 Aug 2025
11 Aug 2025
Amount
ROAD RENOVATION
3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m <br> Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m.
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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. <br>(ii) Using Gravel mix soil.
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)
BM ABDHULLA (BID ID -2294198)
Bidder Name
BM ABDHULLA
B ABDULLA
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