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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹41.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹42.6 L+₹94,406.51 (2.27%)Admitted-Fee/PreQual/Technical/Finance | ₹42.6 L+₹94,406.51 (2.27%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹42.7 L+₹1.0 L (2.49%)Admitted-Fee/PreQual/Technical/Finance | ₹42.7 L+₹1.0 L (2.49%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | A.K.VEERANKUTTY L1 | JABIR USMAN C.K. L3 | MUHAMMED FAYIS A L2 |
|---|---|---|---|---|---|---|
| 1.00Appendix A Proactive Maintenance | ||||||
| 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 | 20 | cum | 3,522.26 ₹70,445.2 | 3,170.03 ₹63,400.6 Lowest | 3,522.26 ₹70,445.2 |
| 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. | 15 | cum | 3,655.42 ₹54,831.3 | 3,289.88 ₹49,348.2 Lowest | 3,655.42 ₹54,831.3 |
| 1.00 | OD7098/2026-2027: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. | 500 | no | 774.94 ₹3,87,470 | 697.45 ₹3,48,725 Lowest | 774.94 ₹3,87,470 |
| 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. | 100 | sqm | 66.45 ₹6,645 | 59.81 ₹5,981 Lowest | 66.45 ₹6,645 |
| 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. | 100 | sqm | 15.31 ₹1,531 | 13.78 ₹1,378 Lowest | 15.31 ₹1,531 |
| 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. | 4,403 | sqm | 12.64 ₹55,653.92 Lowest | 15.17 ₹66,793.51 | 14 ₹61,642 |
| 1.01 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 40 | cum | 2,558.72 ₹1,02,348.8 | 2,302.85 ₹92,114 Lowest | 2,558.72 ₹1,02,348.8 |
| 1.01 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 20 | cum | 2,646.11 ₹52,922.2 | 2,381.5 ₹47,630 Lowest | 2,700 ₹54,000 |
| 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. | 40 | cum | 5,633.43 ₹2,25,337.2 | 5,070.09 ₹2,02,803.6 Lowest | 5,700 ₹2,28,000 |
Tender Value
₹41.9 L
EMD Value
₹50,000
Closing Date
17 Aug 2026, 11:30 amClosed
Executive Engineer RM Division Palakkad
Executive Engineer RM Division Palakkad
GENERAL-RM - RC1 -2026-2027 (Cluster-1 Agali) -One year Running Contract for various PWD Roads under Roads section, Agali in Palakkad District - 2 Nos Roads for a total length of 12.400 km-General Civil Work
2026_PWD_864104_1
PWD/RM/TR/6012/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Agali
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
19 Aug 2026
4 Aug 2026
19 Aug 2026
4 Aug 2026
17 Aug 2026
4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A Proactive Maintenance | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD7098/2026-2027: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 | - | - |
| 1.004 | 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. | - | 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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