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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | ₹2.5 L | L1 | Accepted-AOC L1 Agreement Executed |
| 2 | L2₹2.6 LRejected-AOC | ₹2.6 L | L2 | Rejected-AOC L2 Hence Rejected |
| 3 | L3₹2.7 LRejected-AOC | ₹2.7 L | L3 | Rejected-AOC L3 Hence Rejected |
| Sl No | Description | Qty | Unit | DEVARAJ PERUMPULLISERRYRAVEENDRAN L3 | K V Mammu L2 | yosaf P K L1 |
|---|---|---|---|---|---|---|
| 1.00CONCRETE | ||||||
| 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. | 52.44 | cum | 50 ₹2,622 | 59.49 ₹3,119.66 | 57 ₹2,989.08 |
| 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. (ii) Using Gravel mix soil. | 17.48 | cum | 2,250 ₹39,330 | 2,155.09 ₹37,670.97 | 2,064.62 ₹36,089.56 |
| 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) | 26.22 | cum | 8,650 ₹2.3 L | 8,292.4 ₹2.2 L | 7,944.28 ₹2.1 L |
| 1.00 | OD369344/2025-2026: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
coveyance of all materials all labour
charges, fabricating etc complete | 1 | each | 2,500 ₹2,500 | 3,115.23 ₹3,115.23 | 2,984.45 ₹2,984.45 |
Tender Value
₹2.8 L
EMD Value
₹7,033
Closing Date
5 Jan 2026, 5:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer LID EW Section IRITTY MUNICIALITY
IRITTY MUNICIPALITY- MLA-SDF-IRITTY MUNICIPALITY-CONSTRUCTION OF KANIYARAKKAL ROAD
2025_LSGD_824652_1
AE/ITY/TEN/5A/25-26
Open Tender
Civil Works - Roads
270 days
Iritty Muncipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹625
Yes
₹7,033
Yes
4 Jun 2026
30 Dec 2025
7 Jan 2026
30 Dec 2025
5 Jan 2026
30 Dec 2025
CONCRETE
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.
4.11.2: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. (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)
OD369344/2025-2026: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 coveyance of all materials all labour charges, fabricating etc complete
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