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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC | ₹6.7 L | L1 | Accepted-AOC LOWEST AMOUNT QUOTED BY MUHAMMAD SIDHIQUE |
| 2 | L2₹7.0 LRejected-AOC KERALA KL | THRISSUR | KERALA | 679105 | ₹7.0 L | L2 | Rejected-AOC LOWEST AMOUNT QUOTED BY MUHAMMAD SIDHIQUE |
| 3 | L3₹7.2 LRejected-AOC ADIMALI G P | ₹7.2 L | L3 | Rejected-AOC LOWEST AMOUNT QUOTED BY MUHAMMAD SIDHIQUE |
| Sl No | Description | Qty | Unit | Adimali Labour Contract Cooperative Soceity L3 | MUHAMMAD SIDHIQUE L1 | M A SAINUDHEEN L2 |
|---|---|---|---|---|---|---|
| 1.00Road Concrete | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 180.5 | sqm | 13.57 ₹2,449.39 | 12.74 ₹2,299.57 | 13.18 ₹2,378.99 |
| 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. (ii) Using Gravel mix soil. | 6.65 | cum | 2,106.49 ₹14,006.05 | 1,976.07 ₹13,138.89 | 2,044.39 ₹13,593.15 |
| 1.00 | 3.16:Repairs of damages caused by rain/spillage of water Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1 | 555 | sqm | 2.62 ₹1,454.1 | 2.45 ₹1,359.75 | 2.54 ₹1,409.7 |
| 1.00 | OD378203/2025-2026:CC with CURING COMPOUND for 15 cm thick _ Providing plain/reinforced concrete (1 cement:2 fine aggregate: 4 coarse aggregate) for substructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25 mm, mixed in concrete mixer etc complete as per specification including applying of water based concrete curing compound (i) Nominal mix (1:2:4) (Derived from MORD 75.8.1) | 83.25 | cum | 8,391.74 ₹6,98,612.36 | 7,872.2 ₹6,55,360.65 | 8,144.34 ₹6,78,016.31 |
| 1.00 | OD381815/2025-2026:Providing and fixing good Quality Granite name board of size 0.60mX0.30m with lettering, including of all cost, conveyance, labour chaarges etc.,complete | 1 | each | 1,910.88 ₹1,910.88 | 1,792.58 ₹1,792.58 | 1,854.55 ₹1,854.55 |
Tender Value
₹8.5 L
EMD Value
₹21,180
Closing Date
2 Mar 2026, 6:00 pmClosed
ASSI.EXECUTIVE ENGINEER
ASSI.EXECUTIVE ENGINEER LID EW DIVISION IDUKKI GP PAINAVU
Annual Plan IDP 2025 26 PALLIVASAL G P C S I PALLIPPADY ROAD 1222 26 General Civil Work
2026_LSGD_838206_9
15/T/AEE/LID EW/IDK/2025-2026
Open Tender
Civil Works - Others
180 days
PALLIVASAL GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,180
Yes
23 Jun 2026
21 Feb 2026
4 Mar 2026
21 Feb 2026
2 Mar 2026
21 Feb 2026
21 Feb 2026 - 2 Mar 2026
Road Concrete
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
4.11.2: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. (ii) Using Gravel mix soil.
3.16:Repairs of damages caused by rain/spillage of water Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1
OD378203/2025-2026:CC with CURING COMPOUND for 15 cm thick _ Providing plain/reinforced concrete (1 cement:2 fine aggregate: 4 coarse aggregate) for substructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25 mm, mixed in concrete mixer etc complete as per specification including applying of water based concrete curing compound (i) Nominal mix (1:2:4) (Derived from MORD 75.8.1)
OD381815/2025-2026:Providing and fixing good Quality Granite name board of size 0.60mX0.30m with lettering, including of all cost, conveyance, labour chaarges etc.,complete
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