Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.4 LAccepted-AOC EZHOME | ₹7.4 L | 1 | Accepted-AOC executed agreement |
| 2 | 2₹8.0 LRejected-Finance SOUPARNIKA P O VELLUR | KERALA | ₹8.0 L | 2 | Rejected-Finance SECOND LEAST |
| 3 | 3₹8.4 LRejected-Finance NOORUNNISSA P P PAYYANUR S R O A VENDOR | PALAKKAD | KERALA | 678001 | ₹8.4 L | 3 | Rejected-Finance HIGHEST |
| Sl No | Description | Qty | Unit | Radhakrishnan P K V L2 | RANJITH MV L1 | VINODKUMAR C L3 |
|---|---|---|---|---|---|---|
| 1.00CONCRETING | ||||||
| 1.00 | 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. | 73.06 | cum | 62.01 ₹4,530.57 | 57.26 ₹4,183.53 | 65.31 ₹4,771.68 |
| 1.00 | OD303328/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings
and technical specifications Clause 802, 803, 1202 &amp; 1203 &lt;br&gt; I. P.C.C grade M 10
&lt;br&gt; (i) Nominal mix 1:3:6 | 15.5 | cum | 7,593.55 ₹1.2 L | 7,011.11 ₹1.1 L | 7,997.47 ₹1.2 L |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 40.18 | cum | 7,717.77 ₹3.1 L | 7,125.81 ₹2.9 L | 8,128.3 ₹3.3 L |
| 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. | 35.04 | cum | 14.13 ₹495.12 | 13.05 ₹457.27 | 14.89 ₹521.75 |
| 1.00 | 4.1.A.2: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. (ii) For Grading II Material | 23.36 | cum | 2,979.92 ₹69,610.93 | 2,751.36 ₹64,271.77 | 3,138.43 ₹73,313.72 |
| 1.01 | 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) | 35.04 | cum | 8,390.59 ₹2.9 L | 7,747.01 ₹2.7 L | 8,836.9 ₹3.1 L |
Tender Value
₹8.5 L
EMD Value
₹21,183
Closing Date
5 Nov 2025, 3:00 pmClosed
Aneesh. K
Assistant engineer, LSGD Engineering wing, Payyannur municipality
PRO NO.609/2025-26-Mavichery Crematorium Road balance Portion Concreting
2025_LSGD_803480_31
AE/LSGD/ETNDR-04/2025-26
Open Tender
Civil Works - Roads
180 days
Payyannur municipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,183
Yes
4 Jun 2026
28 Oct 2025
7 Nov 2025
28 Oct 2025
5 Nov 2025
28 Oct 2025
stage.html
html • 0.04 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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.29 MB
viewsbd.pdf
Tender Documents • 1.81 MB
viewnit.pdf
Additional Documents • 0.03 MB
BOQ_1366053.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid