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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹61.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹61.9 L+₹83,356.59 (1.36%)Admitted-Fee/PreQual/Technical/Finance | ₹61.9 L+₹83,356.59 (1.36%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹62.7 L+₹1.6 L (2.66%)Admitted-Fee/PreQual/Technical/Finance | ₹62.7 L+₹1.6 L (2.66%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹66.0 L+₹4.9 L (8.04%)Admitted-Fee/PreQual/Technical/Finance | ₹66.0 L+₹4.9 L (8.04%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹66.1 L+₹5.0 L (8.25%)Admitted-Fee/PreQual/Technical/Finance | ₹66.1 L+₹5.0 L (8.25%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Muhammed Shafi vemmully L5 | P P ABDUL KABEER L6 | P ALI L3 | K. RAFEEQUE L2 | SHABEER K.K. L7 | MAHSHOOK M. L1 | MOOSSA M L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Appendix1-ProActive Maintenance | ||||||||||
| 1.00 | OD342191/2025-2026:Filling pot holes having thickness below 40mm and patch repairs with ready mix compound, removal of all failed material, trimming of completed excavation to provide firm vertical faces,cleaning of surfaces, Backfilling the potholes with ready mix compound,compacting ,trimming and finishing the surface to form a smooth continuous surface | 385 | each | 678.06 ₹2,61,053.1 | 725.52 ₹2,79,325.2 | 627.21 ₹2,41,475.85 | 619.27 ₹2,38,418.95 | 766.21 ₹2,94,990.85 | 610.93 ₹2,35,208.05 | 610.5 ₹2,35,042.5 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 | 40 | cum | 3,243.4 ₹1,29,736 | 3,470.44 ₹1,38,817.6 | 3,000.15 ₹1,20,006 | 2,962.2 ₹1,18,488 | 3,665.04 ₹1,46,601.6 | 2,922.3 ₹1,16,892 | 2,919 ₹1,16,760 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. | 40 | cum | 3,371.44 ₹1,34,857.6 | 3,607.44 ₹1,44,297.6 | 3,118.58 ₹1,24,743.2 | 3,079.14 ₹1,23,165.6 | 3,809.73 ₹1,52,389.2 | 3,037.67 ₹1,21,506.8 | 3,034 ₹1,21,360 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. | 350 | sqm | 97.02 ₹33,957 | 103.81 ₹36,333.5 | 89.74 ₹31,409 | 88.61 ₹31,013.5 | 109.63 ₹38,370.5 | 87.42 ₹30,597 | 87.35 ₹30,572.5 Lowest |
| 1.00 | 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. | 350 | sqm | 23.02 ₹8,057 | 24.63 ₹8,620.5 | 21.29 ₹7,451.5 | 21.02 ₹7,357 | 26.01 ₹9,103.5 | 20.74 ₹7,259 Lowest | 20.8 ₹7,280 |
| 1.01 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 9,140.43 | sqm | 18.78 ₹1,71,657.26 | 20.09 ₹1,83,631.22 | 17.37 ₹1,58,769.25 | 17.15 ₹1,56,758.36 | 21.22 ₹1,93,959.9 | 16.92 ₹1,54,656.06 Lowest | 19.5 ₹1,78,238.37 |
| 1.01 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 55 | cum | 2,350.23 ₹1,29,262.65 | 2,514.75 ₹1,38,311.25 | 2,173.96 ₹1,19,567.8 | 2,146.47 ₹1,18,055.85 | 2,655.76 ₹1,46,066.8 | 2,117.56 ₹1,16,465.8 | 2,116 ₹1,16,380 Lowest |
| 1.01 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 40 | cum | 2,430.5 ₹97,220 | 2,600.64 ₹1,04,025.6 | 2,248.21 ₹89,928.4 | 2,219.78 ₹88,791.2 | 2,746.47 ₹1,09,858.8 | 2,189.88 ₹87,595.2 | 2,188 ₹87,520 Lowest |
| 1.01 | 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. | 25 | cum | 6,040.64 ₹1,51,016 | 6,463.48 ₹1,61,587 | 5,587.59 ₹1,39,689.75 | 5,516.92 ₹1,37,923 | 6,825.92 ₹1,70,648 | 5,442.62 ₹1,36,065.5 | 5,437 ₹1,35,925 Lowest |
Tender Value
₹67.8 L
EMD Value
₹50,000
Closing Date
14 Sept 2026, 2:00 pmClosed
Executive Engineer
PWD Road Maintenance Division Palakkad
GENERAL-RM 2026-2027 RC1 Cluster 1 - One Year Running Contract for Various PWD roads under Manjeri Section in Malappuram District 3 Numbers of road stretches for a total length of 10.46 km (Part 1)-General Civil Work
2026_PWD_867088_1
PWD/RM/TR/4166/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Manjeri
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
16 Sept 2026
1 Sept 2026
16 Sept 2026
1 Sept 2026
14 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix1-ProActive Maintenance | |||||
| 1.001 | OD342191/2025-2026:Filling pot holes having thickness below 40mm and patch repairs with ready mix compound, removal of all failed material, trimming of completed excavation to provide firm vertical faces,cleaning of surfaces, Backfilling the potholes with ready mix compound,compacting ,trimming and finishing the surface to form a smooth continuous surface | - | each | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 0.6 | sqm | - | - |
| 1.007 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | - | cum | - | - |
| 1.008 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | - | cum | - | - |
| 1.009 | 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 | - | - |
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