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Tender ID
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₹2.3 LAccepted-AOC ERINJAD GRAMA PANCHAYATH | L1 | Accepted-AOC As per panchayat committee decision | |
| 2 | L2₹2.4 L+₹9,129.17 (4.01%)Rejected-AOC | L2 | Rejected-AOC As per panchayat committee decision | |
| 3 | L3₹2.8 L+₹49,290.28 (21.6%)Rejected-Finance KATTUKANDATHIL HOUSE MAMBRA ERAYAMKUDY P O THRISSUR | THRISSUR | KERALA | 679105 | L3 | Rejected-Finance Second highest bidder | |
| 4 | L4₹2.9 L+₹58,056.51 (25.5%)Rejected-Finance | L4 | Rejected-Finance Highest bidder |
Tender Value
₹2.5 L
EMD Value
₹6,353
Closing Date
5 Nov 2024, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer LSGD Section Annamanada
O/o Assistant Engineer LSGD Section Annamanada
Annamanada GP 2024-25 Manjali Road Renovation Ward 5-Prj No 20/25
2024_LSGD_699789_5
T1/AE-ANM/LID-EW/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Annamanada GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,353
Yes
18 Dec 2024
26 Oct 2024
6 Nov 2024
26 Oct 2024
5 Nov 2024
26 Oct 2024
Amount
Manjali road renovation
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.
OD170050/2024-2025: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 sub grade
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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. <br>(ii) Using Gravel mix soil.
OD162250/2024-2025:Supplying and laying interlocking Cement concrete paver block tiles 80mm or nearest size thickness,minimum strength M40 (conforming to IS 15658:2006, for Medium traffic low volume roads) including providing of a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site, inclusive of all cost and conveyance charges etc. complete. [MoRTH 55.23 modified]
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD183870/2024-2025:supplying and fixing Name board at site as per the direction of departmental officers at site .
SANEESH A S
Sali K P
K P SANU
Bidder Name
Sali K P
SANEESH A S
JOSEPH K P
K P SANU
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1092713.pdf
boq_comp_chart.xlsx
xlsx
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