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Tender Value
₹76.3 L
EMD Value
₹50,000
Closing Date
29 Aug 2026, 2:00 pm3d left
Executive Engineer PWD Roads Division Ernakulam
Office of the Executive Engineer PWD Roads Division Ernakulam
GENERAL RM 202627 RC2 Zone 1 One year Running contract for various PWD Roads under road section Kalamasserry in Ernakulam district 11 road stretches for a length of 36.53 kmGeneral Civil Work
2026_PWD_866444_1
PWD/RB/TR/6305/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Kakkanad
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
22 Aug 2026
22 Aug 2026
31 Aug 2026
22 Aug 2026
29 Aug 2026
22 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. | 1 | cum | - | - |
| 1.002 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | 10.5.1b:Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting trimming and finishing the surface to from a smooth continuous surface, all as per clause 3004. 2 Filling Port holes and Patch Repairs with Bituminous concrete For grading II- 13 mm (Nominal size) Material | 1 | sqm | - | - |
| 1.008 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | - | sqm | - | - |
| 1.009 | OD10352/2026-2027:Providing and fixing of RC board for RC work with Non-retro-reflectorized vinyl
sign with 1 year warranty manufactured vinyl printed sheeting fixed over aluminium
sheeting 2 mm thick /aluminium composite sheeting 2 mm thick/aluminum composit
material sheeting 4mm thick with area not exceeding 0.9 sqm, width suitable back
supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB
confirming to IS 129 firmly fixed to the ground by means of properly designed
foundation with M15 grade cement concrete minimum size 45x45x60 cm, 60 cm
below ground level including painting all exposed surface with 2 coats of epoxy
painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. | 1 | per sqm | - | - |
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Additional Documents • 0.34 MB
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