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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.3 LAccepted-AOC | ₹6.3 L | 1 | Accepted-AOC L1 |
| 2 | 2₹6.6 L+₹30,534.55 (4.85%)Rejected-AOC BHAGAVATHIKUZHY KADAPRAMANNAR POST NIRANAM 689621 | NIRANAM | PATHANAMTHITTA | KERALA | 689621 | ₹6.6 L+₹30,534.55 (4.85%) | 2 | Rejected-AOC L2 |
| 3 | 3₹6.8 L+₹49,710 (7.89%)Rejected-AOC | ₹6.8 L+₹49,710 (7.89%) | 3 | Rejected-AOC L3 |
| 4 | 4₹7.0 L+₹66,750.80 (10.6%)Rejected-AOC KOMPRAYATTU PUNTHALA THZHAM VENMONEY | KERALA | ₹7.0 L+₹66,750.80 (10.6%) | 4 | Rejected-AOC L4 |
| 5 | 5₹7.1 L+₹78,629.06 (12.5%)Rejected-AOC | ₹7.1 L+₹78,629.06 (12.5%) | 5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | MONSON ISSAC L2 | KAMARUDEEN N L3 | SUNIL KUMAR K L4 | VIPIN RAJ, K L1 | NIDHEESH GOPAL L6 | REJI B MATHEW L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Road | |||||||||
| 1.00 | OD494364/2025-2026::Scarifying the existing road surface to a depth of 150 mm by mechanical means and
recompacting aggregate obtained from scarifying with power roller. | 396 | sqm | 6.11 ₹2,419.56 | 5.7 ₹2,257.2 Lowest | 7.8 ₹3,088.8 | 7 ₹2,772 | 6.55 ₹2,593.8 | 6.5 ₹2,574 |
| 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. | 71.28 | cum | 1,945.02 ₹1,38,641.03 | 1,793 ₹1,27,805.04 Lowest | 2,200 ₹1,56,816 | 2,000 ₹1,42,560 | 2,086.62 ₹1,48,734.27 | 1,800 ₹1,28,304 |
| 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) | 68.9 | cum | 7,488.42 ₹5,15,982.09 | 7,965 ₹5,48,820.36 | 7,750 ₹5,34,006 | 7,000 ₹4,82,328 Lowest | 8,033.55 ₹5,53,543.73 | 8,329.14 ₹5,73,911.06 |
| 1.00 | OD494367/2025-2026:Name board | 1 | each | 3,651.87 ₹3,651.87 | 987.4 ₹987.4 Lowest | 3,000 ₹3,000 | 2,500 ₹2,500 | 3,917.72 ₹3,917.72 | 4,000 ₹4,000 |
Tender Value
₹8.4 L
EMD Value
₹21,095
Closing Date
5 Mar 2026, 4:00 pmClosed
Assistant Engineer
LID EW SUB DIVISION CHENGANNUR
Annual Plan-Chengannur Block Panchayath 2025-26 Pro No-158-Kadammavu Anjuthengil Road at ward 13 of Puliyoor GP
2026_LSGD_839744_1
2025_LSGD_AEE_28_CNGR_P158_KAD
Open Tender
Civil Works - Roads
Item Rate
180 days
Puliyoor
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,865
Yes
₹21,095
Yes
5 Jun 2026
26 Feb 2026
7 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
26 Feb 2026 - 5 Mar 2026
OD494364/2025-2026::Scarifying the existing road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller.
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: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)
OD494367/2025-2026:Name board
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