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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.9 LAccepted-AOC | ₹4.9 L | 1 | Accepted-AOC lowest tender accepted |
| 2 | 2₹5.0 LRejected-AOC | ₹5.0 L | 2 | Rejected-AOC second lowest tender accepted |
| 3 | 3₹5.0 LRejected-Finance | ₹5.0 L | 3 | Rejected-Finance third lowest |
| 4 | 4₹5.0 LRejected-Finance | ₹5.0 L | 4 | Rejected-Finance fourth lowest |
| 5 | 5₹5.2 LRejected-Finance KOONUMPURUKKA MOOLAKKAL PO CHERUPAZHASSI CHERUPAZHASSI KANNUR KERALA | KANNUR | KANNUR | KERALA | ₹5.2 L | 5 | Rejected-Finance fifth lowest |
| Sl No | Description | Qty | Unit | K. P. BIJU L5 | Shajeer K T L2 | MANOHARAN N L3 | Prakashan VV L4 | RAJESH KODIKKANDY L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00SIde concrte | ||||||||
| 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. | 93.3 | cum | 58.29 ₹5,438.46 | 55.81 ₹5,207.07 | 56.01 ₹5,225.73 | 56.06 ₹5,230.40 | 54.92 ₹5,124.04 |
| 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. | 37.32 | cum | 2,049.78 ₹76,497.79 | 1,962.55 ₹73,242.37 | 1,969.51 ₹73,502.11 | 1,971.37 ₹73,571.53 | 1,931.23 ₹72,073.50 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 55.98 | cum | 7,879.29 ₹4.4 L | 7,544 ₹4.2 L | 7,570.75 ₹4.2 L | 7,577.89 ₹4.2 L | 7,423.62 ₹4.2 L |
Tender Value
₹5.9 L
EMD Value
₹14,798
Closing Date
13 Nov 2025, 2:00 pmClosed
assistant engineer
office of assistant engineer
road works works
2025_LSGD_819410_2
tender 8 2025-26
Open Tender
Civil Works - Buildings
120 days
KUTTIYATTUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,305
Yes
₹14,798
Yes
6 Feb 2026
6 Nov 2025
15 Nov 2025
6 Nov 2025
13 Nov 2025
6 Nov 2025
Amount
SIde concrte
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.
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.
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
Shajeer K T (BID ID -2437729)
MANOHARAN N (BID ID -2437510)
Prakashan VV (BID ID -2437407)
K. P. BIJU (BID ID -2437619)
Bidder Name
K. P. BIJU
RAJESH KODIKKANDY
Shajeer K T
MANOHARAN N
Prakashan VV
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