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Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
22 Aug 2026, 3:00 pm7d left
Executive Engineer
Office of the Executive Engineer, PWD Roads Division, Kozhikode
GENERAL RM 2026 27 RC 2 One yearRC Zone 1 for 6 roads having total length of 34.005 km under Roads section Perambra in Kozhokode dt General Civil Work
2026_PWD_865459_1
DB2/TN/16/2026-27
Open Tender
Civil Works - Roads
Item Rate
perambra
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
14 Aug 2026
14 Aug 2026
24 Aug 2026
14 Aug 2026
22 Aug 2026
14 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX-A: Initial Rectification Works | |||||
| 1.001 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | - | 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. | - | 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 | 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 | - | - |
| 1.006 | OD340416/2025-2026:
Mixed Seal Surfacing - Manual means - Type A - Bitumen VG 30 - Providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 0.9 mm to 11.2 mm (type A) aggregates using penetration grade bitumen to 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 three wheel 8-10 kN static roller and finishing to required level and grade as per technical specification. | - | sqm | - | - |
| 1.007 | OD340414/2025-2026:Hiring Hydraulic excavator 1cum bucket capacity to remove accumulated earth and rock materials from the road as per the direction of Engineer in charge. | - | hour | - | - |
| 1.008 | OD340415/2025-2026:Engaging tipper lorry 10 tone capacity for conveying excavated earth from the sides of road to a place of disposal | - | Day | - | - |
| 1.009 | 10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | - | sqm | - | - |
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