Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC KALPATHUR | ₹2.9 L | L1 | Accepted-AOC Accepted Vide Resolution No2/1 dated 01/11/2025 of Payyoli Muncipality |
| 2 | L2₹2.8 LRejected-AOC 1606 SUB TREASURY PERAMBRA | ₹2.8 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | L3₹2.9 LRejected-Finance | ₹2.9 L | L3 | Rejected-Finance Rejected |
| 4 | L4₹2.9 LRejected-Finance PAYYOLI MUNCIPALITY 16061859 RAJEESH CP 1606 SUB TREASURY PERAMBRA | KOZHIKODE | KERALA | 612906 | ₹2.9 L | L4 | Rejected-Finance Rejected |
| 5 | L5₹3.0 LRejected-Finance PAYYOLI MUNCIPALITY 16061859 RAJEESH CP 1606 SUB TREASURY PERAMBRA | ₹3.0 L | L5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Gireeshan K L6 | RLCCS ltd L4 | AMARNATH K L1 | CHARAN N V L3 | KARUNAKARAN P L2 | CHANDRAN T L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00PADMANABHAN COMBONDER ROAD CONCRETE WARD 22 | |||||||||
| 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. | 31.24 | cum | 16 ₹499.81 | 12 ₹374.86 | 12.11 ₹378.29 | 12 ₹374.86 | 12.51 ₹390.79 | 57.27 ₹1,789 |
| 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 | 20.82 | cum | 2,764 ₹57,560.30 | 2,661 ₹55,415.33 | 2,577 ₹53,666.03 | 2,615 ₹54,457.38 | 2,600.1 ₹54,147.08 | 2,769 ₹57,664.43 |
| 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) | 31.24 | cum | 7,904 ₹2.5 L | 7,598 ₹2.4 L | 7,284 ₹2.3 L | 7,466 ₹2.3 L | 7,422.89 ₹2.3 L | 7,617 ₹2.4 L |
Tender Value
₹3.4 L
EMD Value
₹8,474
Closing Date
30 Oct 2025, 2:00 pmClosed
Assistant engineer
Office of Assistant Engineer payyoli muncipality
Annual Plan-PAYYOLI MUNCIPALTY 2025-26 PRO NO 408/26-PADMANABHAN COMBONDER ROAD CONCRETE WARD 22
2025_LSGD_813502_2
AE/PLY/TENDER/13/2025-26
Open Tender
Civil Works - Roads
180 days
Payyoli muncipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,474
Yes
16 Jan 2026
23 Oct 2025
31 Oct 2025
23 Oct 2025
30 Oct 2025
23 Oct 2025
Amount
PADMANABHAN COMBONDER ROAD CONCRETE WARD 22
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)
KARUNAKARAN P (BID ID -2417045)
CHARAN N V (BID ID -2418077)
RLCCS ltd (BID ID -2417868)
CHANDRAN T (BID ID -2418141)
Gireeshan K (BID ID -2418334)
Bidder Name
KARUNAKARAN P
CHARAN N V
Gireeshan K
RLCCS ltd
CHANDRAN T
AMARNATH K
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.29 MB
Tendernotice_2.pdf
PDF • 0.25 MB
Tendernotice_3.pdf
PDF • 0.25 MB
preli.pdf
Tender Documents • 0.26 MB
form.pdf
Tender Documents • 0.25 MB
BOQ_1360187.xls
BOQ • 0.30 MB
affida.pdf
Tender Documents • 0.24 MB
viewsbd.pdf
Tender Documents • 1.79 MB
Download all tender documents and submit your bid
