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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | ₹3.9 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SATHEESH M L2 | SASEENDRAN M L1 |
|---|---|---|---|---|---|
| 1.00Road improvements | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 82.8 | cum | 63.89 ₹5,290.09 | 60 ₹4,968 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 10.84 | cum | 8,197.87 ₹88,864.91 | 7,800 ₹84,552 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 27.36 | cum | 8,011.51 ₹2.2 L | 7,800 ₹2.1 L |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 3.51 | cum | 8,366.61 ₹29,366.80 | 8,000 ₹28,080 |
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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. | 8.6 | cum | 62.44 ₹536.98 | 60 ₹516 |
| 1.01 | 4.11.1: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. (i) Using naturally occuring gravel | 4.3 | cum | 2,263.42 ₹9,732.71 | 1,800 ₹7,740 |
| 1.01 | 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) | 6.45 | cum | 8,710 ₹56,179.50 | 8,000 ₹51,600 |
Tender Value
₹4.2 L
EMD Value
₹10,567
Closing Date
4 Nov 2025, 5:00 pmClosed
AE LID AND EW
AE LID AND EW BEDADUKKA GP
BEDADUKA GP PRO NO 73 2025 26 AMBILADY VAVADUKKAM ROAD IMPROVEMENT
2025_LSGD_815616_7
06 AE LID AND EW BDKA VI PHASE
Open Tender
Civil Works - Roads
Bedadukka GP
Please refer tender documents
10 documents required · 10 mandatory
₹935
Yes
₹10,567
Yes
29 Dec 2025
28 Oct 2025
6 Nov 2025
28 Oct 2025
4 Nov 2025
28 Oct 2025
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