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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 CrAccepted-AOC | ₹4.6 Cr | L1 | Accepted-AOC First Lowest |
| 2 | L2₹4.6 Cr+₹2.3 L (0.50%)Rejected-AOC | ₹4.6 Cr+₹2.3 L (0.50%) | L2 | Rejected-AOC Second lowest |
| 3 | L3₹4.7 Cr+₹5.4 L (1.17%)Rejected-Finance STAR NAGAR THEKKIL FERRY BEVINJE KASARAGOD 671541 | KASARAGOD | KASARAGOD | KERALA | 671541 | ₹4.7 Cr+₹5.4 L (1.17%) | L3 | Rejected-Finance Third Lowest |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Disqualified as per SBD clauses 3.1.g part VI and 6.2 Instruction to bidders. The bidder failed to execute agreement for another work and award of work was cancelled. |
| Sl No | Description | Qty | Unit | CM ASHARAF L3 | MA ABOOBACKER AFTAB L1 | ABDUL KHADER B A L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | ||||||
| 1.00 | 2.1.1:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 300 mm to 600 mm | 6 | each | 700 ₹4,200 | 703 ₹4,218 | 678.5 ₹4,071 Lowest |
| 1.00 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | 1.2 | Hectare | 55,300 ₹66,360 | 55,375 ₹66,450 | 53,371.09 ₹64,045.31 Lowest |
| 1.00 | OD53837/2025-2026:Dismantling of flexible bituminous road to a depth of 150mm by mechanical / manual means
and loosening , leveling and watering and compacting to original road level b rolling with
mechanical rollers as per direction by engineer in charge. | 15,174 | 1 sqm | 11 ₹1,66,914 | 11 ₹1,66,914 | 10.68 ₹1,62,058.32 Lowest |
| 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 | 3,440.35 | cum | 49 ₹1,68,577.15 | 49 ₹1,68,577.15 | 47.6 ₹1,63,760.66 Lowest |
| 1.00 | 3.19.2:Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | 1,264.5 | cum | 34 ₹42,993 | 34 ₹42,993 | 33.34 ₹42,158.43 Lowest |
| 1.01 | 3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. | 60.8 | cum | 49 ₹2,979.2 | 49 ₹2,979.2 | 47.97 ₹2,916.58 Lowest |
| 1.01 | 3.5:Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres | 35 | cum | 318 ₹11,130 | 318 ₹11,130 | 307.24 ₹10,753.4 Lowest |
| 1.01 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 1,266.83 | cum | 3,250 ₹41,17,181.25 | 3,220 ₹40,79,176.5 Lowest | 3,266.04 ₹41,37,501.12 |
| 1.01 | 4.12: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 with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 3,427.88 | cum | 3,250 ₹1,11,40,593.75 Lowest | 3,275 ₹1,12,26,290.63 | 3,324.04 ₹1,13,94,393.62 |
Tender Value
₹4.8 Cr
EMD Value
₹1 L
Closing Date
17 Feb 2026, 3:00 pmClosed
Project Director, PMU-KRFB, TVM
The Project Director, Kerala Road Fund Board, Project Management Unit, Ground Floor, BSNL Office Building at CGM(O), Doorsanchar Bhavan, PMG Junction Trivandrum 695033
Construction
2026_KRFB_835342_1
PWD/KR/TR/10197/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Kasaragod
Please refer Tender documents.
7 documents required · 7 mandatory
₹9,759
Yes
₹1 L
Yes
26 Mar 2026
10 Feb 2026
19 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD MAINTENANCE | |||||
| 1.001 | 2.1.1:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 300 mm to 600 mm | - | each | - | - |
| 1.002 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | 1 | Hectare | - | - |
| 1.003 | OD53837/2025-2026:Dismantling of flexible bituminous road to a depth of 150mm by mechanical / manual means
and loosening , leveling and watering and compacting to original road level b rolling with
mechanical rollers as per direction by engineer in charge. | - | 1 sqm | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | 3.19.2:Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | - | cum | - | - |
| 1.006 | 3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. | 1 | cum | - | - |
| 1.007 | 3.5:Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres | - | cum | - | - |
| 1.008 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | - | cum | - | - |
| 1.009 | 4.12: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 with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | - | cum | - | - |
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