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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC SUB TREASURY PERAMBRA | L1 | Accepted-AOC Accepted Vide Resolution No.9/9 dated 23/12/2024 of Payyoli Muncipality | |
| 2 | L2₹4.3 L+₹29,788.67 (7.52%)Rejected-AOC NOT SPECIFIED | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹4.3 L+₹33,369.47 (8.42%)Rejected-Finance | L3 | Rejected-Finance Reject | |
| 4 | L4₹5.1 L+₹1.1 L (28.3%)Rejected-Finance KANNUR | KERALA | 670001 | L4 | Rejected-Finance Reject |
Tender Value
₹5.1 L
EMD Value
₹12,708
Closing Date
16 Dec 2024, 3:00 pmClosed
Assistant engineer
Office of Asst Engineer Payyoil muncipality
Annual Plan-Payyoli muncipality PR 37/25 2024-25- NH 17 AYYAPPANKAVU KSHETRAM ROAD WARD 6
2024_LSGD_713299_24
AE/PLY/TENDER/02/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Payyoli muncipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,708
Yes
18 Apr 2025
7 Dec 2024
18 Dec 2024
7 Dec 2024
16 Dec 2024
7 Dec 2024
Amount
AYYPANKAVU KSHETRAM ROAD CONCRETING
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)
VVASEES (BID ID -2019166)
KARUNAKARAN P (BID ID -2019289)
THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY (BID ID -2020263)
Bidder Name
THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY
KARUNAKARAN P
VVASEES
NITHIN N V
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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