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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC MELARCODE PALAKKAD | PALAKKAD | KERALA | 672122 | ₹2.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.3 LRejected-Finance CHELLIMARTHARA PANDARAKKULAM SC COLONY COMPREHENSIVE DEVELOPMENT THENKURISSI GRAMA PANCHAYAT THAROOR DIVISION PROJECT NO 145 24 COLONY SAMAGRA VIKASANAM PROJECT NO 145 24 GENERAL CIVIL WORK | PALAKKAD | KERALA | 672122 | ₹2.3 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | C.K.BABU L1 | NIKHIL. C .K L2 |
|---|---|---|---|---|---|
| 1.00concreting | |||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 2.2 | cum | 480.46 ₹1,057.01 | 490.07 ₹1,078.15 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 8.99 | cum | 441.5 ₹3,971.29 | 450.33 ₹4,050.72 |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 10.82 | cum | 6,847.77 ₹74,092.87 | 6,984.73 ₹75,574.78 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 0.36 | cum | 9,887.04 ₹3,559.33 | 10,084.78 ₹3,630.52 |
| 1.00 | OD232801/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundation 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. | 1.8 | cum | 331.76 ₹597.17 | 338.4 ₹609.12 |
| 1.01 | OD233034/2025-2026:Filling with Quarrymuk ,filling up low lying and water logged areas with local
material spreading in layers levelling the top at site and consolidation by ramming ec
complete for
improving CBR value | 1.8 | cum | 947.54 ₹1,705.57 | 966.49 ₹1,739.68 |
| 1.01 | 4.1.A.1: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. (i) For Grading I Material | 4.07 | cum | 3,337.88 ₹13,585.17 | 3,404.64 ₹13,856.88 |
| 1.01 | 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) | 13.4 | cum | 9,563.75 ₹1.3 L | 9,755.03 ₹1.3 L |
Tender Value
₹2.3 L
EMD Value
₹5,669
Closing Date
3 Nov 2025, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer LID and EW Section Office Erimayur Grama Panchayath
Concrete amp Side Protection
2025_LSGD_814983_1
2/AE/LSGD/EMR/e-Tender3/25-26
Open Tender
Civil Works - Roads
240 days
Erimayur Grama Panchayath
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹5,669
Yes
30 Apr 2026
25 Oct 2025
5 Nov 2025
25 Oct 2025
3 Nov 2025
25 Oct 2025
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