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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC BXMPS0586H | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.2 L+₹3,764.75 (0.90%)Rejected-AOC 275 THURUTHY LAKSHAMVEEDU COLONY ANGANWADY ROAD TILE PAVING WARD 7 | THRISSUR | KERALA | 679105 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SOJAN N GEORGE L1 | BASIL P VARGHES L2 |
|---|---|---|---|---|---|
| 1.00Appendix 1 | |||||
| 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 | 14.95 | cum | 3,200 ₹47,840 Lowest | 3,337 ₹49,888.15 |
| 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 | 22.43 | cum | 3,750 ₹84,093.75 Lowest | 3,750 ₹84,093.75 Lowest |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <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 | 9 | sqm | 80 ₹720 Lowest | 80 ₹720 Lowest |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <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. | 9 | sqm | 18 ₹162 Lowest | 18.9 ₹170.1 |
| 2.00Appendix 2 | |||||
| 2.00 | 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 | 8.72 | cum | 3,200 ₹27,904 Lowest | 3,337 ₹29,098.64 |
| 2.00 | 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 | 28.18 | cum | 3,750 ₹1,05,660 Lowest | 3,750 ₹1,05,660 Lowest |
| 2.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <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 | 187.84 | sqm | 80 ₹15,027.2 Lowest | 80 ₹15,027.2 Lowest |
| 2.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <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. | 187.84 | sqm | 18 ₹3,381.12 Lowest | 19.9 ₹3,738.02 |
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
10 Nov 2025, 2:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LIDEW Section, Asamannoor Grama Panchayath.
INTERLOCK,CONCRETE
2025_LSGD_817834_1
50/AE/LIDEW/ASNR/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Asamannoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
₹10,591
19 May 2026
1 Nov 2025
11 Nov 2025
1 Nov 2025
10 Nov 2025
1 Nov 2025
1 Nov 2025 - 10 Nov 2025
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