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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC KANNUR | KERALA | 670001 | ₹3.4 L | L1 | Accepted-AOC AS PER BOARD RESOLUTION |
| 2 | L2₹3.3 LRejected-AOC N A | PALWAL | HARYANA | 121004 | ₹3.3 L | L2 | Rejected-AOC AS PER BOARD RESOLUTION |
| Sl No | Description | Qty | Unit | Harikrishnan L1 | NPLCCS L2 |
|---|---|---|---|---|---|
| 1.00Concrete | |||||
| 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. | 227.25 | sqm | 14.94 ₹3,395.12 | 14.9 ₹3,386.03 |
| 1.00 | OD192113/2025-2026: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. | 13.63 | cum | 180 ₹2,454.30 | 190.13 ₹2,592.42 |
| 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 | 9.09 | cum | 3,000 ₹27,270 | 3,124.47 ₹28,401.43 |
| 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) | 34.09 | cum | 8,600 ₹2.9 L | 8,926.16 ₹3.0 L |
Tender Value
₹3.4 L
EMD Value
₹8,467
Closing Date
1 Oct 2025, 4:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER NADAPURAM GRAMA PANCHAYATH KALLACHI
Annual Plan Project No 93 26 Kizhakke parambath kunniyullathil road tarring concrete Ward 4 IN NADAPURAM GP General Civil Work
2025_LSGD_800748_1
T5 2025 26AELIDEWNDPM
Open Tender
Civil Works - Roads
180 days
NADAPURAM GRAMA PANCHAYATH
Please refer Tender documents.
11 documents required · 11 mandatory
₹750
Yes
₹8,467
Yes
11 Jun 2026
23 Sept 2025
3 Oct 2025
23 Sept 2025
1 Oct 2025
23 Sept 2025
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