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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.8 LAccepted-AOC | 1 | Accepted-AOC Participate two bidders Hamsakutty M quoted 399339.01 and Nigesh VV quoted 375229.87
Lowest rate quoted Nigesh VV panchayath board approve the tender | |
| 2 | 2₹4.0 L+₹24,109.14 (6.43%)Rejected-Finance | 2 | Rejected-Finance Participate two bidders Hamsakutty M quoted 399339.01 and Nigesh VV quoted 375229.87
Lowest rate quoted Nigesh VV panchayath board approve the tender |
| Sl No | Description | Qty | Unit | NIGESH V V L1 | HAMSAKUTTY M L2 |
|---|---|---|---|---|---|
| 1.00Road concrete | |||||
| 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. | 51.3 | cum | 56.8 ₹2,913.84 Lowest | 60.52 ₹3,104.68 |
| 1.00 | OD367756/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.(Mord data prepared referring item 2.25 in DAR) | 13.5 | cum | 275 ₹3,712.5 Lowest | 292.58 ₹3,949.83 |
| 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 | 19.57 | cum | 2,815 ₹55,103.63 Lowest | 2,995.77 ₹58,642.2 |
| 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) | 39.15 | cum | 7,926 ₹3,10,302.9 Lowest | 8,435.22 ₹3,30,238.86 |
| 1.00 | OD381266/2025-2026: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 | 3,197 ₹3,197 Lowest | 3,403.44 ₹3,403.44 |
Tender Value
Refer Docs
EMD Value
₹10,565
Closing Date
28 Feb 2026, 5:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer LID EW Chengalayi Grama Panchayath
Irivellur Mavilampara Road Concrete in Chengalayi GP
2026_LSGD_839026_8
AE/CHLY/04/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Chengalayi
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,565
Yes
11 Apr 2026
21 Feb 2026
2 Mar 2026
21 Feb 2026
28 Feb 2026
21 Feb 2026
Road 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.
OD367756/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.(Mord data prepared referring item 2.25 in DAR)
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)
OD381266/2025-2026: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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