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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹86.6 LAccepted-AOC | ₹86.6 L | L1 | Accepted-AOC Agreement executed |
| Sl No | Description | Qty | Unit | P. Muhammed Rashik L1 |
|---|---|---|---|---|
| 1.00APPENDIX-A: Reactive Maintenance work | ||||
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 4.03 | cum | 2,700 ₹10,875.6 Lowest |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 1.33 | cum | 2,650 ₹3,524.5 Lowest |
| 1.00 | 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. | 4.03 | cum | 9,970 ₹40,159.16 Lowest |
| 1.00 | 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. | 1.33 | cum | 3,250 ₹4,322.5 Lowest |
| 1.00 | 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. | 80.2 | sqm | 14 ₹1,122.8 Lowest |
| 1.01 | OD193860/2025-2026:Mixed Seal Surfacing & ndash; Manual means Type ABitumen VG 30 Providing ,
laying and rolling of close- graded premix surfacing material of 20mm thickness composed of
11.2mm to 0.09mm (Type-A) aggregates using viscosity grade bitumen (VG-30 ) to the
Required line, grade and level to serve as wearing course on a previously prepared base,
including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 KN
static roller , and finishing to required level and grade as per technical specification | 80.2 | 1 sqm | 295 ₹23,659 Lowest |
| 2.00APPENDIX-B: Preventive Maintenance Works | ||||
| 2.00 | 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. | 3.01 | cum | 4,500 ₹13,527 Lowest |
| 2.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 49.29 | cum | 2,700 ₹1,33,083 Lowest |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
25 Feb 2026, 3:00 pmClosed
Executive Engineer
The Executive Engineer, PWD Roads Division, Kozhikode
GENERAL-RM 2025-26 RC2 Phase 2 Zone 2-One year Running contract for various PWD roads under Roads section Kozhikode South in Kozhikode district -16 road stretches for a length of 41.906 Km-General Civil Work-General Civil Work
2025_PWD_824449_4
D1/TN/69/2025-26
Open Tender
Civil Works - Roads
Item Rate
Kozhikode South
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
19 Sept 2026
19 Feb 2026
27 Feb 2026
19 Feb 2026
25 Feb 2026
19 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX-A: Reactive Maintenance work | |||||
| 1.001 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 4.03 | cum | - | - |
| 1.002 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 1.33 | cum | - | - |
| 1.003 | 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. | 4.03 | cum | - | - |
| 1.004 | 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. | 1.33 | cum | - | - |
| 1.005 | 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. | 80.2 | sqm | - | - |
| 1.006 | OD193860/2025-2026:Mixed Seal Surfacing & ndash; Manual means Type ABitumen VG 30 Providing ,
laying and rolling of close- graded premix surfacing material of 20mm thickness composed of
11.2mm to 0.09mm (Type-A) aggregates using viscosity grade bitumen (VG-30 ) to the
Required line, grade and level to serve as wearing course on a previously prepared base,
including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 KN
static roller , and finishing to required level and grade as per technical specification | 80.2 | 1 sqm | - | - |
| 2APPENDIX-B: Preventive Maintenance Works | |||||
| 2.001 | 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. | 3.01 | cum | - | - |
| 2.002 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 49.29 | cum | - | - |
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