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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAccepted-AOC | ₹14.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.8 LRejected-AOC | ₹14.8 L | L2 | Rejected-AOC L2 |
| 3 | L3₹15.7 LRejected-AOC | ₹15.7 L | L3 | Rejected-AOC L3 |
| 4 | L4₹19.3 LRejected-AOC | ₹19.3 L | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | SHIBU.P.E L3 | P D JACOB L2 | PRASAD.K L4 | MURALI T S L1 |
|---|---|---|---|---|---|---|---|
| 1.00Roadwork | |||||||
| 1.00 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 498.12 | sqm | 6.16 ₹3,068.42 | 5.83 ₹2,904.04 | 8 ₹3,984.96 | 5 ₹2,490.60 |
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 231.62 | cum | 47.25 ₹10,944.05 | 47.12 ₹10,913.93 | 65 ₹15,055.30 | 40 ₹9,264.80 |
| 1.00 | OD51011/2025-2026:Construction of granular sub-base by providing graded material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a dozer on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-II - Plant Mix Method | 23.23 | cum | 3,800 ₹88,255 | 3,608.4 ₹83,805.09 | 496 ₹11,519.60 | 3,650 ₹84,771.25 |
| 1.00 | OD51012/2025-2026:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers and levelling with a dozer in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 85.49 | cum | 3,655.77 ₹3.1 L | 3,460.9 ₹3.0 L | 4,751 ₹4.1 L | 3,600 ₹3.1 L |
| 1.00 | OD43555/2025-2026:Providing and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 35+-5 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 707.9 | sqm | 1,199.39 ₹8.5 L | 1,135.45 ₹8.0 L | 1,559 ₹11.0 L | 1,100 ₹7.8 L |
| 1.01 | 12.8.F.2.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M30 - Using Batching Plant, Transit Mixer and Concrete Pump <br> | 33.83 | cum | 8,216.85 ₹2.8 L | 7,778.9 ₹2.6 L | 10,680 ₹3.6 L | 8,000 ₹2.7 L |
| 1.01 | OD41211/2025-2026:Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 325 mm high in M 30 Grade PCC Using Concrete Batching and Mixing Plant on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per provisions in clause 1700 | 54.3 | metre | 450 ₹24,435 | 430 ₹23,349 | 590 ₹32,037 | 400 ₹21,720 |
Tender Value
₹15.7 L
EMD Value
₹39,185
Closing Date
13 Mar 2026, 3:45 pmClosed
Executive Engineer
Executive Engineer , Irrigation Division Thrissur
Repair works to main road connecting Peechi dam and KERI
2026_Irrig_841564_2
IRR/IA/TR/1143/2024_5_3_3/1
Open Tender
Civil Works - Others
Thrissur
Please refer tender documents
7 documents required · 7 mandatory
₹2,760
Yes
₹39,185
Yes
22 May 2026
10 Mar 2026
16 Mar 2026
10 Mar 2026
13 Mar 2026
10 Mar 2026
Roadwork
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
OD51011/2025-2026:Construction of granular sub-base by providing graded material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a dozer on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-II - Plant Mix Method
OD51012/2025-2026:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers and levelling with a dozer in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
OD43555/2025-2026:Providing and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 35+-5 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
12.8.F.2.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M30 - Using Batching Plant, Transit Mixer and Concrete Pump <br>
OD41211/2025-2026:Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 325 mm high in M 30 Grade PCC Using Concrete Batching and Mixing Plant on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per provisions in clause 1700
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