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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹52.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹62.5 L+₹10.0 L (19.0%)Admitted-Fee/PreQual/Technical/Finance OORAKAM VENKULAM BERUVALLUR GRAMA KERALA KL | ERNAKULAM | KERALA | 680667 | ₹62.5 L+₹10.0 L (19.0%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹64.5 L+₹12.0 L (22.8%)Admitted-Fee/PreQual/Technical/Finance | ₹64.5 L+₹12.0 L (22.8%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | C.ABDUL KALAM AZAD L3 | P MOHAMMED L2 | JABIR USMAN C.K. L1 |
|---|---|---|---|---|---|---|
| 1.00Appendix A- Proactive Maintenance | ||||||
| 1.00 | OD7579/2026-2027:Filling up pot holes with bituminous ready mix compound (25 kg/bag) and compacting by ramming to get a compact surface including cost of materials, laying charges, transportation to site etc complete. Rate arrived for a a bag of 25 kg after applying a tack coat on surface. | 408 | no | 800 ₹3,26,400 | 780 ₹3,18,240 | 745.87 ₹3,04,314.96 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 | 75 | sqm | 8 ₹600 | 8 ₹600 | 6.22 ₹466.5 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 | 10 | cum | 3,500 ₹35,000 | 3,300 ₹33,000 | 3,048.8 ₹30,488 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. | 10 | cum | 3,700 ₹37,000 | 3,500 ₹35,000 | 3,169.15 ₹31,691.5 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. | 75 | sqm | 100 ₹7,500 | 90 ₹6,750 Lowest | 97.02 ₹7,276.5 |
| 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. | 75 | sqm | 20 ₹1,500 Lowest | 20 ₹1,500 Lowest | 24.17 ₹1,812.75 |
| 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. | 5,772.5 | sqm | 20 ₹1,15,450 | 18 ₹1,03,905 Lowest | 18.78 ₹1,08,407.55 |
| 1.01 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 58 | cum | 3,000 ₹1,74,000 | 3,000 ₹1,74,000 | 2,284.67 ₹1,32,510.86 Lowest |
| 1.01 | 55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | 14 | cum | 8,000 ₹1,12,000 | 12,800 ₹1,79,200 | 7,196.59 ₹1,00,752.26 Lowest |
Tender Value
₹54.6 L
EMD Value
₹50,000
Closing Date
14 Sept 2026, 2:00 pmClosed
Executive Engineer ,RM Division ,Palakkad
Executive Engineer ,RM Division ,Palakkad
GENERAL-RM 2026-2027 RC-1 Cluster-1- One Year Running Contract for various PWD roads under Roads Section Parappanangadi in Malappuram District- 6 Nos of road stretches for a total length of 19.39 km.-General Civil Work
2026_PWD_867037_1
PWD/RM/TR/6044/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Parappanagadi
Please refer Tender documents.
13 documents required · 13 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 |
|---|---|---|---|---|---|
| 1Appendix A- Proactive Maintenance | |||||
| 1.001 | OD7579/2026-2027:Filling up pot holes with bituminous ready mix compound (25 kg/bag) and compacting by ramming to get a compact surface including cost of materials, laying charges, transportation to site etc complete. Rate arrived for a a bag of 25 kg after applying a tack coat on surface. | - | no | - | - |
| 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 | 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 | - | - |
| 1.004 | 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 | 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. | - | sqm | - | - |
| 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 | 55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | - | cum | - | - |
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