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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.6 CrAccepted-AOC VIII 240 THERUVATH BUILDING UZHAVOOR P O KOTTAYAM KERALA 686634 | KOTTAYAM | KOTTAYAM | KERALA | 686634 | L1 | Accepted-AOC First Lowest | |
| 2 | L2₹48.6 Cr+₹3.1 Cr (6.70%)Rejected-AOC WESTON ARCADE NO VI 723C MARKET P O VELLOORKUNNAM MUVATTUPUZHA 686673 | MUVATTUPUZHA | ERNAKULAM | KERALA | 686673 | L2 | Rejected-AOC Second Lowest | |
| 3 | L3₹49.8 Cr+₹4.2 Cr (9.22%)Rejected-Finance | L3 | Rejected-Finance Third Lowest | |
| 4 | L4₹59.0 Cr+₹13.4 Cr (29.4%)Rejected-Finance | L4 | Rejected-Finance Forth Lowest |
| Sl No | Description | Qty | Unit | AKSHAYABUILDERS L2 | Baab Construction india Pvt Ltd L4 | THERUVATH BUILDERS L1 | Begorra Infrastructure and Developers Pvt. Ltd L3 |
|---|---|---|---|---|---|---|---|
| 1.00Road Proper | |||||||
| 1.00 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | 6.06 | Hectare | 80,000 ₹4,84,720 | 60,000 ₹3,63,540 | 60,000 ₹3,63,540 | 57,000 ₹3,45,363 Lowest |
| 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 | 88,585 | sqm | 20 ₹17,71,700 | 9 ₹7,97,265 | 8 ₹7,08,680 | 7 ₹6,20,095 Lowest |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 43.5 | cum | 2,290 ₹99,615 Lowest | 3,000 ₹1,30,500 | 2,515 ₹1,09,402.5 | 3,000 ₹1,30,500 |
| 1.00 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 43.5 | cum | 5,100 ₹2,21,850 Lowest | 6,500 ₹2,82,750 | 5,490 ₹2,38,815 | 6,500 ₹2,82,750 |
| 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 | 10,916.15 | cum | 90 ₹9,82,453.5 | 60 ₹6,54,969 Lowest | 100 ₹10,91,615 | 60 ₹6,54,969 Lowest |
| 1.01 | 3.8.A:Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Mechanised | 375 | cum | 650 ₹2,43,750 Lowest | 750 ₹2,81,250 | 650 ₹2,43,750 Lowest | 2,000 ₹7,50,000 |
| 1.01 | 4.2.A.2: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-IV - For lower sub-base - Mix in Place Method | 14,981.85 | cum | 3,600 ₹5,39,34,660 | 4,500 ₹6,74,18,325 | 3,250 ₹4,86,91,012.5 Lowest | 3,700 ₹5,54,32,845 |
| 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. | 23,221.25 | cum | 3,700 ₹8,59,18,625 | 4,600 ₹10,68,17,750 | 3,250 ₹7,54,69,062.5 Lowest | 3,950 ₹9,17,23,937.5 |
| 1.01 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 92,885 | sqm | 57 ₹52,94,445 | 80 ₹74,30,800 | 65 ₹60,37,525 | 55 ₹51,08,675 Lowest |
Tender Value
₹46.2 Cr
EMD Value
₹5 L
Closing Date
10 Sept 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
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
2025_KRFB_791370_1
PWD/KR/TR/2764/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
545 days
Idukki
Please refer Tender documents.
8 documents required · 8 mandatory
₹19,518
Yes
₹5 L
Yes
Office of the Project Director, PMU-KRFB, TVM
12 Jan 2026
26 Aug 2025
12 Sept 2025
26 Aug 2025
10 Sept 2025
26 Aug 2025
2 Sept 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Proper | |||||
| 1.001 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | - | Hectare | - | - |
| 1.002 | 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 | - | sqm | - | - |
| 1.003 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | - | cum | - | - |
| 1.004 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 3.8.A:Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Mechanised | - | cum | - | - |
| 1.007 | 4.2.A.2: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-IV - For lower sub-base - Mix in Place Method | - | cum | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | - | sqm | - | - |
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