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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹86.4 LAccepted-Finance | ₹86.4 L | L1 | Accepted-Finance LCCS |
| 2 | L2₹83.9 L−₹2.5 L (2.94%)Accepted-Finance | ₹83.9 L−₹2.5 L (2.94%) | L2 | Accepted-Finance L2 |
| 3 | L3₹89.4 L+₹3.0 L (3.43%)Rejected-Finance | ₹89.4 L+₹3.0 L (3.43%) | L3 | Rejected-Finance L3 |
| 4 | L4₹93.1 L+₹6.7 L (7.76%)Rejected-Finance | ₹93.1 L+₹6.7 L (7.76%) | L4 | Rejected-Finance L4 |
| 5 | L5₹98.4 L+₹12.0 L (13.9%)Rejected-Finance | ₹98.4 L+₹12.0 L (13.9%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | MUHAMMED AFSAL L3 | Ashokkumar.k L6 | MANOJ MATHEW L4 | SHAJI MATHEW L5 | NOUSHAD A L1 | Panmana Labour Contract Co-operative Society L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A Reactive Maintenance/Initial rectification | |||||||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 9 | cum | 2,699.45 ₹24,295.05 | 3,019.29 ₹27,173.61 | 2,850 ₹25,650 | 2,800 ₹25,200 | 2,533.13 ₹22,798.17 Lowest | 2,609.89 ₹23,489.01 |
| 1.00 | 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. | 9 | cum | 6,702.94 ₹60,326.46 | 7,497.13 ₹67,474.17 | 7,000 ₹63,000 | 7,500 ₹67,500 | 6,289.97 ₹56,609.73 Lowest | 6,480.57 ₹58,325.13 |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 5 | cum | 2,791.64 ₹13,958.2 | 3,122.41 ₹15,612.05 | 2,900 ₹14,500 | 2,900 ₹14,500 | 2,619.65 ₹13,098.25 Lowest | 2,699.03 ₹13,495.15 |
| 1.00 | 55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface. | 5 | cum | 15,047.6 ₹75,238 | 16,830.51 ₹84,152.55 | 15,000 ₹75,000 | 16,000 ₹80,000 | 14,120.51 ₹70,602.55 Lowest | 14,548.4 ₹72,742 |
| 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 | 1,265 | sqm | 6.49 ₹8,209.85 | 7.27 ₹9,196.55 | 10 ₹12,650 | 15 ₹18,975 | 6.1 ₹7,716.5 Lowest | 6.28 ₹7,944.2 |
| 1.01 | 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. | 189.75 | cum | 3,856.46 ₹7,31,763.29 | 4,313.4 ₹8,18,467.65 | 3,900 ₹7,40,025 | 4,200 ₹7,96,950 | 3,618.87 ₹6,86,680.58 Lowest | 3,728.53 ₹7,07,488.57 |
| 1.01 | 4.1.B.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-V - For sub-base cum drainage layer - Mix in Place Method | 66 | cum | 3,792.42 ₹2,50,299.72 | 4,241.77 ₹2,79,956.82 | 3,800 ₹2,50,800 | 4,000 ₹2,64,000 | 3,558.77 ₹2,34,878.82 Lowest | 3,666.61 ₹2,41,996.26 |
| 1.01 | 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. | 1,265 | sqm | 102.42 ₹1,29,561.3 | 114.57 ₹1,44,931.05 | 98 ₹1,23,970 | 100 ₹1,26,500 | 96.12 ₹1,21,591.8 Lowest | 99.03 ₹1,25,272.95 |
| 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. | 4,855 | sqm | 19.87 ₹96,468.85 | 22.23 ₹1,07,926.65 | 20 ₹97,100 | 25 ₹1,21,375 | 18.65 ₹90,545.75 Lowest | 19.22 ₹93,313.1 |
Tender Value
₹84.7 L
EMD Value
₹50,000
Closing Date
8 Sept 2026, 3:15 pmClosed
Executive Engineer, PWD Roads Division, Kollam
Office of the Executive Engineer, PWD Roads Division, Kollam
GENERAL RM 2026 27 RC 2 Zone 2 One Year Running Contract for various PWD Roads Under Roads Section Karunagappally in Kollam district 8 road streches for a length of 28.02 km RC work-General Civil Work
2026_PWD_866793_1
25/EE/ET/2026-27
Open Tender
Civil Works - Roads
Item Rate
360 days
kollam
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
17 Sept 2026
29 Aug 2026
10 Sept 2026
29 Aug 2026
8 Sept 2026
29 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A Reactive Maintenance/Initial rectification | |||||
| 1.001 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | - | cum | - | - |
| 1.004 | 55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface. | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 4.1.B.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-V - For sub-base cum drainage layer - Mix in Place Method | - | cum | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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 | - | - |
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