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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.5 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹1.5 L+₹1,653.25 (1.08%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹1.6 L+₹6,676.58 (4.38%)Rejected-AOC | 3 | Rejected-AOC L3 | |
| 4 | 4₹1.7 L+₹16,953.36 (11.1%)Rejected-AOC | 4 | Rejected-AOC L4 | |
| 5 | 5₹1.8 L+₹23,853.19 (15.6%)Rejected-AOC | 5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | C K SHAJI L1 | K M SREEKUMAR L7 | SHEJI KT L2 | SASIDHARAN L4 | SIJU K J L6 | jophy P D L5 | KMS Construction L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00concreting of road | ||||||||||
| 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. | 18.45 | cum | 11.72 ₹216.23 Lowest | 15.42 ₹284.5 | 11.84 ₹218.45 | 13.02 ₹240.22 | 13.58 ₹250.55 | 16 ₹295.2 | 12.23 ₹225.64 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 12.3 | cum | 1,811.14 ₹22,277.02 Lowest | 2,384.71 ₹29,331.93 | 1,830.76 ₹22,518.35 | 2,012.35 ₹24,751.91 | 2,099.04 ₹25,818.19 | 2,200 ₹27,060 | 1,890.38 ₹23,251.67 |
| 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) | 18.45 | cum | 6,972.93 ₹1,28,650.56 Lowest | 9,181.2 ₹1,69,393.14 | 7,048.48 ₹1,30,044.46 | 7,747.59 ₹1,42,943.04 | 8,081.37 ₹1,49,101.28 | 8,000 ₹1,47,600 | 7,278.01 ₹1,34,279.28 |
| 1.00 | OD87113/2025-2026:Supplying and fixing MS Name board with 1.2m length post from ground level,
having board dimension 80 x 45 c.m, lettering done with black enamel Paint on yellow
back ground, including the cost of all materials , labour and conveyance charges etc
complete. | 1 | no | 1,458.2 ₹1,458.2 Lowest | 1,920 ₹1,920 | 1,474 ₹1,474 | 1,620.2 ₹1,620.2 | 1,690 ₹1,690 | 1,500 ₹1,500 | 1,522 ₹1,522 |
Tender Value
₹2.1 L
EMD Value
₹5,233
Closing Date
5 Aug 2025, 6:00 pmClosed
Assistant Engineer,LSGD SEction varandarappilly Gp
O/O Assistant Engineer ,LSGD Section varandarappilly GP Thrissur (dist)
Pr no 80/25 SULATHAN ROAD CONCRETING WARD 13-In Varandarappilly GP
2025_LSGD_778653_1
TN3 -08/2025-26/AELSGD/VPLY
Open Tender
Civil Works - Roads
Item Rate
330 days
varandarappilly Gp
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹5,233
Yes
20 Nov 2025
23 Jul 2025
7 Aug 2025
23 Jul 2025
5 Aug 2025
23 Jul 2025
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finance_1275093.pdf
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