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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹39.4 LAccepted-AOC CHERUVATHUR KASARGOD KERALA | CHERUVATHUR | KASARGOD | KERALA | ₹39.4 L | 1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | MOHAMMED SHABEER KV L1 |
|---|---|---|---|---|
| 1.00VALLAPPUZHA VADANAMKURUSHSHI ROAD | ||||
| 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 | 2,184.6 | sqm | 5.73 ₹12,517.76 Lowest |
| 1.00 | 3.3:Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. | 48.33 | cum | 152.76 ₹7,382.28 Lowest |
| 1.00 | 4.2.A.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-III -For lower sub-base - Mix in Place Method | 280.03 | cum | 3,275.71 ₹9,17,283.97 Lowest |
| 1.00 | 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. | 347.55 | cum | 3,399.55 ₹11,81,513.6 Lowest |
| 1.00 | 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. | 2,317 | sqm | 59.33 ₹1,37,467.61 Lowest |
| 1.01 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | 2,317 | sqm | 13.95 ₹32,322.15 Lowest |
| 1.01 | OD508496/2025-2026:(MODIFIED MORTH CODE 5.6.2.A)Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( VG 30) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size) | 92.68 | cum | 11,601.76 ₹10,75,251.12 Lowest |
| 1.01 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br> | 72.49 | cum | 7,894.7 ₹5,72,286.8 Lowest |
| 1.01 | OD402779/2025-2026:Supplying and fixing name board having size not less than 90 x 60 cm Marble / Granite carrying the inscription of indicating name of work, the cost involved, the commencement, completion, and inauguration date and the name of Sponsoring the project engraving it on the name of project including all cost of materials engraving charges conveyance and fixing chargers etc. complete including all cost for fixing the granite / marble slab in concrete or metal board and cost for concreting the base of board. | 1 | no | 5,000 ₹5,000 Lowest |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
9 Mar 2026, 4:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER OFFICE DIST PANCHAYATH PALAKKAD
GENERAL-BUDGET-(SI NO-2760)-2025-26- P A T T A M B I C O N S T I T U E N C Y - .THONDIYANUR POOVAKODE KIZHAKKEKARA ROAD (50LAKHS)- 1.VALLAPUZHA VADANAMKURISSI ROAD
2026_LSGD_841962_9
20/ET/EE/2025-26 DT-27/02/2026
Open Tender
Civil Works - Others
Item Rate
365 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
17 Jul 2026
2 Mar 2026
11 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1VALLAPPUZHA VADANAMKURUSHSHI ROAD | |||||
| 1.001 | 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 | 1 | sqm | - | - |
| 1.002 | 3.3:Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. | - | cum | - | - |
| 1.003 | 4.2.A.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-III -For lower sub-base - Mix in Place Method | 0.4 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | - | sqm | - | - |
| 1.007 | OD508496/2025-2026:(MODIFIED MORTH CODE 5.6.2.A)Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( VG 30) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size) | - | cum | - | - |
| 1.008 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br> | 1 | cum | - | - |
| 1.009 | OD402779/2025-2026:Supplying and fixing name board having size not less than 90 x 60 cm Marble / Granite carrying the inscription of indicating name of work, the cost involved, the commencement, completion, and inauguration date and the name of Sponsoring the project engraving it on the name of project including all cost of materials engraving charges conveyance and fixing chargers etc. complete including all cost for fixing the granite / marble slab in concrete or metal board and cost for concreting the base of board. | - | no | - | - |
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