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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 CrAdmitted-Finance | ₹13.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹14.1 Cr+₹36.9 L (2.69%)Admitted-Finance KANNUR | KERALA | 670001 | ₹14.1 Cr+₹36.9 L (2.69%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L2 | Malabar Tech L1 |
|---|---|---|---|---|---|
| 1.00SITE CLEARING AND DISMANTLING | |||||
| 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 | 4 | each | 2,875 ₹11,500 | 1,000 ₹4,000 Lowest |
| 1.00 | 2.4.1.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres - Cement Concrete Grade M-15 & M-20. - By Manual Means | 23.75 | cum | 2,300 ₹54,625 | 1,500 ₹35,625 Lowest |
| 2.00Earth work for works | |||||
| 2.00 | 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 | 798 | cum | 232 ₹1,85,136 | 60 ₹47,880 Lowest |
| 2.00 | 2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means | 422.85 | cum | 484 ₹2,04,659.4 Lowest | 550 ₹2,32,567.5 |
| 3.00SUB BASE, BASE, SHOULDER | |||||
| 3.00 | 4.1.A.1: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 motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method | 782.29 | cum | 3,430 ₹26,83,254.7 Lowest | 4,000 ₹31,29,160 |
| 3.00 | 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. | 2,824.25 | cum | 3,530 ₹99,69,602.5 Lowest | 4,000 ₹1,12,97,000 |
| 3.00 | OD282677/2025-2026:Construction of sub-base by reusing the dismantled materials obtained by dismantling of existing road surface | 253.71 | cum | 345 ₹87,529.95 | 300 ₹76,113 Lowest |
Tender Value
₹13.1 Cr
EMD Value
₹5 L
Closing Date
28 Mar 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_847109_1
PWD/KR/TR/14637/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Palakkad
Please refer Tender documents.
8 documents required · 8 mandatory
₹19,518
Yes
₹5 L
Yes
22 May 2026
12 Mar 2026
30 Mar 2026
12 Mar 2026
28 Mar 2026
12 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SITE CLEARING AND DISMANTLING | |||||
| 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 | 2.4.1.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres - Cement Concrete Grade M-15 & M-20. - By Manual Means | - | cum | - | - |
| 2Earth work for works | |||||
| 2.001 | 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 | - | - |
| 2.002 | 2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means | - | cum | - | - |
| 3SUB BASE, BASE, SHOULDER | |||||
| 3.001 | 4.1.A.1: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 motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method | 1 | cum | - | - |
| 3.002 | 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 | - | - |
| 3.003 | OD282677/2025-2026:Construction of sub-base by reusing the dismantled materials obtained by dismantling of existing road surface | - | cum | - | - |
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