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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₹21.2 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹24.3 L+₹3.2 L (15.0%)Rejected-AOC | L2 | Rejected-AOC higher rate hence rejected |
| Sl No | Description | Qty | Unit | Alathur Labour Contract Co Operative Society Ltd L2 | PREMKUMAR.T.K L1 |
|---|---|---|---|---|---|
| 1.00Restoration & Retarring | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 288 | cum | 409.72 ₹1,17,999.36 | 356.28 ₹1,02,608.64 Lowest |
| 1.00 | OD482585/2024-2025:Filling with Quarrymuk ,filling up low lying and water logged areas with local material spreading in layers levelling the top at site and consolidation by ramming ec complete for improving CBR value | 72 | cum | 1,080.78 ₹77,816.16 | 939.81 ₹67,666.32 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 | 108 | cum | 3,395.67 ₹3,66,732.36 | 2,952.76 ₹3,18,898.08 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 | 108 | cum | 3,790.73 ₹4,09,398.84 | 3,296.29 ₹3,55,999.32 Lowest |
| 1.00 | OD507386/2024-2025:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.2022-23 | 14.55 | cum | 8,134.26 ₹1,18,329.08 | 7,073.27 ₹1,02,894.86 Lowest |
| 1.01 | 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 | 720 | sqm | 92.01 ₹66,247.2 | 80.01 ₹57,607.2 Lowest |
| 1.01 | 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. | 720 | sqm | 19.91 ₹14,335.2 | 17.31 ₹12,463.2 Lowest |
| 1.01 | 75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 3,300 | sqm | 19.91 ₹65,703 | 17.31 ₹57,123 Lowest |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65) | 4,020 | sqm | 294.91 ₹11,85,538.2 | 256.44 ₹10,30,888.8 Lowest |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
3 Apr 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
K Sunilkumar
O/o of the Assist Engineer, LIDEW Section,Alathur
LRRP 2024-25, Alathur LAC, Sl No 1719, Keezhpadam-Maruthankadu- Parakkal Road, Alathur GP, Palakkad District
2025_LSGD_754656_3
07/AE/LID EW/ALR/2024-25/ET7
Open Tender
Civil Works - Roads
Item Rate
120 days
Alathur Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
25 Oct 2025
25 Mar 2025
4 Apr 2025
25 Mar 2025
3 Apr 2025
25 Mar 2025
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
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details.html
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