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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC VISHNU PRABHA HOUSE KAVIL P O NADUVANNUR VIA KOYILANDY KOZHIKODE DISTRICT KERALA 673614 | KOZHIKODE | KERALA | 673614 | L1 | Accepted-AOC Agreement executed on 10/01/2023 | |
| 2 | L2₹3.9 L+₹12,949.40 (3.47%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹4.1 L+₹32,882.70 (8.82%)Rejected-AOC UKKARANPARAMABATH PALERI VILLAGE KOYILANDI TALUK KOZHIKODE DISTRICT KERALA | L3 | Rejected-AOC Higher rate and hence not admitted | |
| 4 | L4₹4.1 L+₹37,710.12 (10.1%)Rejected-AOC | L4 | Rejected-AOC Higher rate and hence not admitted | |
| 5 | L5₹4.1 L+₹39,998.34 (10.7%)Rejected-AOC NOCHCHAD GRAMA PANCHAYAT KOYILANDI TALUK KOZHIKODE DISTRICT KERALA | L5 | Rejected-AOC Higher rate and hence not admitted |
Tender Value
₹5.1 L
EMD Value
₹12,706
Closing Date
20 Dec 2022, 6:00 pmClosed
SISI
The Assistant Engineer, LSGD Section, Koothali Grama Panchayat
Koothali GP 2022-23 Chathoth thazhe Ekkala Canal Road Project Proj No 065/23
2022_LSGD_538307_1
ET06/2022/AE/LIDEW/KLY
Open Tender
Civil Works - Roads
Item Rate
270 days
kOOTHAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,706
Yes
24 Jan 2023
10 Dec 2022
22 Dec 2022
10 Dec 2022
20 Dec 2022
10 Dec 2022
Amount
ROAD RE-TARRING WORK
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)
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
JOBIN K CHERIYAN
HAMEED
NAVANIRMITHI MULTI ENGINEERING LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD D 3282
VK SAJU
PAYYOLI NARAYANAN SMARAKA PRAVASI LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD
Bidder Name
VK SAJU
HAMEED
SREENATH. M.C.
PAYYOLI NARAYANAN SMARAKA PRAVASI LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD
JOBIN K CHERIYAN
NAVANIRMITHI MULTI ENGINEERING LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD D 3282
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finance_783221.pdf
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