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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₹8.5 LAccepted-AOC | L1 | Accepted-AOC ACCEPT | |
| 2 | L2₹8.5 L+₹291 (0.03%)Rejected-AOC | L2 | Rejected-AOC REJECT |
| Sl No | Description | Qty | Unit | VINOJ MANNANCHERI L2 | SHIJU M L1 |
|---|---|---|---|---|---|
| 1.00Road Renovation | |||||
| 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. | 467.5 | sqm | 14.69 ₹6,867.58 Lowest | 14.69 ₹6,867.58 Lowest |
| 1.00 | OD254106/2025-2026:[OD From DAR 51.2.3] 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 | 81 | cum | 944.5 ₹76,504.5 Lowest | 944.5 ₹76,504.5 Lowest |
| 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 | 61.2 | cum | 3,077.05 ₹1,88,315.46 Lowest | 3,077.05 ₹1,88,315.46 Lowest |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 91.8 | cum | 3,449.93 ₹3,16,703.57 Lowest | 3,449.93 ₹3,16,703.57 Lowest |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 612 | sqm | 75.89 ₹46,444.68 Lowest | 75.89 ₹46,444.68 Lowest |
| 1.01 | 5.2.3a:Tack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 612 | sqm | 16.38 ₹10,024.56 Lowest | 16.38 ₹10,024.56 Lowest |
| 1.01 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65) | 612 | sqm | 275.36 ₹1,68,520.32 Lowest | 275.36 ₹1,68,520.32 Lowest |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 51 | cum | 600.92 ₹30,646.92 Lowest | 600.92 ₹30,646.92 Lowest |
| 1.01 | OD254317/2025-2026:Providing Name Board | 1 | no | 2,491 ₹2,491 | 2,200 ₹2,200 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,163
Closing Date
7 Oct 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE Parappanangadi Municipality
AE Parappanangadi Municipality
Annual Plan Parappanangadi Municipality Anappadi Kovilakam Road renovation Second reach in Division No 4 8 and 38 Project No 99 2025 2026 General Civil Work
2025_LSGD_803068_15
AE/TEN/2/2025/LSGD/PGDI
Open Tender
Civil Works - Roads
Item Rate
365 days
AE Parappanangadi
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,163
Yes
9 Dec 2025
30 Sept 2025
9 Oct 2025
30 Sept 2025
7 Oct 2025
30 Sept 2025
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finance_1337767.pdf
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