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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹8.0 Cr+₹23.2 L (2.98%)Accepted-AOC KANNUR | KERALA | 670001 | ₹8.0 Cr+₹23.2 L (2.98%) | L2 | Accepted-AOC Second Lowest |
| 2 | L1₹7.8 CrRejected-AOC UNIT 505 GERA IMPRERIUM GRAND PATTA PLAZO PANAJI GOA | ₹7.8 Cr | L1 | Rejected-AOC First Lowest |
| 3 | Rejected-Technical PO MELMURI MALAPPURAM DT KERALA 676517 | MELMURI | MALAPPURAM | KERALA | 676517 | - | - | Rejected-Technical Lead partner has not submitted experience certificate and second partner has not submitted bank certificate |
| Sl No | Description | Qty | Unit | ASSMAS CONSTRUCTIONS PVT LTD L1 | THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L2 |
|---|---|---|---|---|---|
| 1.00Appendix - A Road formation | |||||
| 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 | 50 | each | 700 ₹35,000 Lowest | 2,000 ₹1,00,000 |
| 1.00 | 2.1.2: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 600 mm to 900 mm | 40 | each | 1,100 ₹44,000 Lowest | 5,750 ₹2,30,000 |
| 1.00 | 2.1.3: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 900 mm to 1800 mm | 20 | each | 2,300 ₹46,000 Lowest | 11,500 ₹2,30,000 |
| 1.00 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means | 0.44 | Hectare | 60,000 ₹26,280 | 50,118 ₹21,951.68 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 | 7,665 | sqm | 5.5 ₹42,157.5 Lowest | 18 ₹1,37,970 |
| 1.01 | 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 | 8,791.66 | cum | 50 ₹4,39,582.75 Lowest | 208 ₹18,28,664.24 |
| 1.01 | 3.7:Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. | 976.85 | cum | 65 ₹63,495.32 Lowest | 403 ₹3,93,670.95 |
| 1.01 | 3.8.B: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. Manual Method | 97.69 | cum | 3,000 ₹2,93,055 | 2,720 ₹2,65,703.2 Lowest |
| 1.01 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 2,853.99 | cum | 92 ₹2,62,566.71 Lowest | 182 ₹5,19,425.45 |
Tender Value
₹7.4 Cr
EMD Value
₹2 L
Closing Date
13 Nov 2025, 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
2025_KRFB_817376_1
PWD/KR/TR/12313/2023_5_1_1/3
Open Tender
Civil Works - Roads
Item Rate
270 days
Kozhikode
Please refer Tender documents.
8 documents required · 8 mandatory
₹13,010
Yes
₹2 L
Yes
18 Mar 2026
31 Oct 2025
15 Nov 2025
31 Oct 2025
13 Nov 2025
31 Oct 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix - A Road formation | |||||
| 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 | 2.1.2: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 600 mm to 900 mm | - | each | - | - |
| 1.003 | 2.1.3: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 900 mm to 1800 mm | - | each | - | - |
| 1.004 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means | 1 | Hectare | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | cum | - | - |
| 1.007 | 3.7:Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. | 0.4 | cum | - | - |
| 1.008 | 3.8.B: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. Manual Method | - | cum | - | - |
| 1.009 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 0.4 | cum | - | - |
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