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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₹5.7 LAccepted-AOC EDAKKANDY MANNIL AVALA P O KOYILANDI TALUK KOZHIKODE DISTRICT | KOZHIKODE | KERALA | 612906 | l1 | Accepted-AOC l1 | |
| 2 | L2₹5.7 L+₹6,912.48 (1.22%)Rejected-AOC | L2 | Rejected-AOC l2 | |
| 3 | l3₹6.1 L+₹44,380.26 (7.84%)Rejected-AOC | l3 | Rejected-AOC l3 | |
| 4 | L4₹6.2 L+₹58,763.32 (10.4%)Rejected-AOC | L4 | Rejected-AOC l4 | |
| 5 | l5₹6.5 L+₹83,874.66 (14.8%)Rejected-AOC KOODETHIL MUKKU MALANCHERN ROAD KUNNUMMAL RAMA PA KOZHIKODE KERALA | KOZHIKODE | KERALA | 612906 | l5 | Rejected-AOC l5 |
| Sl No | Description | Qty | Unit | VALAYAM LABOUR CONTRACT CO-OPERATIVE SOCIETY L5 | KAREEM M L1 | RAGHUDASAN L2 | pavithran L3 | SUJANAPAL V.K L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00road | ||||||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 61.88 | cum | 14 ₹866.25 | 12.45 ₹770.34 Lowest | 12.6 ₹779.63 | 15.04 ₹930.6 | 13.8 ₹853.88 |
| 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 | 41.25 | cum | 2,985 ₹1,23,131.25 | 2,592 ₹1,06,920 Lowest | 2,624.5 ₹1,08,260.63 | 2,776 ₹1,14,510 | 2,913.06 ₹1,20,163.73 |
| 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) | 61.88 | cum | 8,500 ₹5,25,937.5 | 7,408 ₹4,58,370 Lowest | 7,497.9 ₹4,63,932.56 | 8,000 ₹4,95,000 | 8,142.32 ₹5,03,806.05 |
Tender Value
₹6.8 L
EMD Value
₹17,053
Closing Date
7 Aug 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 lsgd
ae
road
2025_LSGD_779340_18
AE/PGP/1/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
purameri gp
Please refer Tender documents.
12 documents required · 12 mandatory
₹1,505
Yes
₹17,053
Yes
1 Sept 2025
31 Jul 2025
11 Aug 2025
31 Jul 2025
7 Aug 2025
31 Jul 2025
Amount
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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
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)
RAGHUDASAN (BID ID -2274782)
pavithran (BID ID -2277383)
SUJANAPAL V.K (BID ID -2277671)
VALAYAM LABOUR CONTRACT CO-OPERATIVE SOCIETY (BID ID -2277880)
Bidder Name
KAREEM M
RAGHUDASAN
VALAYAM LABOUR CONTRACT CO-OPERATIVE SOCIETY
pavithran
SUJANAPAL V.K
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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