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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78.4 LAccepted-AOC | L1 | Accepted-AOC I st Lowest | |
| 2 | L2₹90.0 L+₹11.5 L (14.7%)Rejected-AOC | L2 | Rejected-AOC II nd Lowest | |
| 3 | L 3₹91.6 L+₹13.2 L (16.8%)Rejected-AOC | L 3 | Rejected-AOC III rd Lowest |
| Sl No | Description | Qty | Unit | Austin Kadamala L2 | P A Moidutty L3 | RAFEEQUE L1 |
|---|---|---|---|---|---|---|
| 1.00Appendix-A : Reactive Maintenance (Initial Rectification) | ||||||
| 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 | 2,415 | sqm | 6.3 ₹15,214.5 | 6.5 ₹15,697.5 | 5.5 ₹13,282.5 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 | 24 | cum | 3,514.8 ₹84,355.2 | 3,525 ₹84,600 | 3,050 ₹73,200 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. | 24 | cum | 3,653 ₹87,672 | 3,675 ₹88,200 | 3,169.4 ₹76,065.6 Lowest |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 17.55 | cum | 2,548 ₹44,727.59 | 2,550 ₹44,762.7 | 2,211.2 ₹38,815.4 Lowest |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 7.41 | cum | 2,635 ₹19,525.35 | 2,650 ₹19,636.5 | 2,286.7 ₹16,944.45 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. | 2.05 | cum | 5,737 ₹11,783.8 | 5,700 ₹11,707.8 | 4,979 ₹10,226.87 Lowest |
| 1.01 | 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. | 1.05 | cum | 12,915 ₹13,573.67 | 13,000 ₹13,663 | 11,207.9 ₹11,779.5 Lowest |
| 1.01 | 55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm 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 with pressure sprayer at the rate of 20 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. | 15.5 | cum | 3,205 ₹49,677.5 | 3,200 ₹49,600 | 2,781.5 ₹43,113.25 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. | 6.36 | cum | 9,730 ₹61,873.07 | 9,750 ₹62,000.25 | 8,443.9 ₹53,694.76 Lowest |
Tender Value
₹84.7 L
EMD Value
₹50,000
Closing Date
29 Jul 2026, 11:00 amClosed
Executive Engineer
Executive Engineer PWD Roads division Wayanad
GENERAL RM 2026 27 RC 2 Zone 2 One Year Running Contract RC for various PWD Roads under Roads Section Ambalavayal in Wayanad Dist 4 Nos of Roads stretches for a total Length 17 . 475 Kms
2026_PWD_861943_1
PWD/RB/TR/18177/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
PWD Roads division Wayanad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
30 Sept 2026
22 Jul 2026
31 Jul 2026
22 Jul 2026
29 Jul 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix-A : Reactive Maintenance (Initial Rectification) | |||||
| 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 | - | sqm | - | - |
| 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 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 1 | cum | - | - |
| 1.005 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | - | cum | - | - |
| 1.006 | 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. | 1 | cum | - | - |
| 1.007 | 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. | 1 | cum | - | - |
| 1.008 | 55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm 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 with pressure sprayer at the rate of 20 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 | - | - |
| 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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