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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | ₹3.9 L | L1 | Accepted-AOC lowest bidder |
| 2 | L2₹3.9 LRejected-AOC | ₹3.9 L | L2 | Rejected-AOC second lowest bidder |
| 3 | L3₹4.0 LRejected-AOC | ₹4.0 L | L3 | Rejected-AOC higher rate |
| 4 | Rejected-Technical | - | - | Rejected-Technical higher rate quoted |
| 5 | Rejected-Technical | - | - | Rejected-Technical higher rate quoted |
| Sl No | Description | Qty | Unit | K. MANOHARAN L2 | Prakashan VV L1 | vineeshkumar c L5 | Remesh Babu K L4 | PATHIRIYAD LABOUR CONTRACT COOPERATIVE SOCIETY L3 | Amrithanand K L6 | K JISHNU L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Concreting | ||||||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 81.9 | cum | 54.37 ₹4,452.90 | 54.18 ₹4,437.34 | 57 ₹4,668.30 | 55.63 ₹4,556.10 | 185 ₹15,151.50 | 57 ₹4,668.30 | 64 ₹5,241.60 |
| 1.00 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method 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 | 27.3 | cum | 2,694.78 ₹73,567.49 | 2,681.93 ₹73,216.69 | 2,821.42 ₹77,024.77 | 2,753.89 ₹75,181.20 | 1,450 ₹39,585 | 2,821.42 ₹77,024.77 | 3,000 ₹81,900 |
| 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) | 40.95 | cum | 7,578.31 ₹3.1 L | 7,551.53 ₹3.1 L | 7,944.29 ₹3.3 L | 7,754.16 ₹3.2 L | 8,200 ₹3.4 L | 7,944.28 ₹3.3 L | 8,369 ₹3.4 L |
| 1.00 | OD144289/2025-2026:Supplying and fitting name boards of size 75 cm x 45 cm. made with G I plain sheets 1.25 mm thick (class IIII ) fitted
with 35 X35 x 4 mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet ,
fitted 2 Nos. 32 mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X
30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete | 1 | 1 nos | 2,966.43 ₹2,966.43 | 3,046.89 ₹3,046.89 | 2,471.53 ₹2,471.53 | 3,128.64 ₹3,128.64 | 9,800 ₹9,800 | 3,205.35 ₹3,205.35 | 3,601 ₹3,601 |
Tender Value
₹4.6 L
EMD Value
₹11,523
Closing Date
28 Jan 2026, 3:00 pmClosed
Assistant Engineer Vengad GP
Assistant Engineer Vengad GP
Annual Plan-Vengad GP Project No.196/2025-26 -Kunnirikka Edayath Road Concreting
2026_LSGD_829029_15
04/2025-26/AE/LIDEW/VGD/4PHASE
Open Tender
Civil Works - Roads
Vengad GP
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,020
Yes
₹11,523
Yes
11 Jun 2026
21 Jan 2026
29 Jan 2026
21 Jan 2026
28 Jan 2026
21 Jan 2026
Concreting
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method 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
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)
OD144289/2025-2026:Supplying and fitting name boards of size 75 cm x 45 cm. made with G I plain sheets 1.25 mm thick (class IIII ) fitted with 35 X35 x 4 mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet , fitted 2 Nos. 32 mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete
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