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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹2.4 Cr
EMD Value
₹1 L
Closing Date
13 Oct 2026, 5:00 pm2d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Superintending Engineer
Office of the Superintending Engineer Roads South Circle, TVPM
GENERAL RM 2026 27 RC 2 Zone II One year Running Contract for various PWD Roads under Road Section Pala in Kottayam district 9 road stretches for a length of 44 06 km General Civil Work
2026_PWD_870020_2
PWD/RB/TR/561/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Kottayam
Refer tender documents
7 documents required · 7 mandatory
₹9,759
Yes
₹1 L
Yes
6 Oct 2026
6 Oct 2026
16 Oct 2026
6 Oct 2026
13 Oct 2026
6 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX- I : TYPE A (REACTIVE MAINTENANCE) | |||||
| 1.001 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 20.74 | cum | - | - |
| 1.002 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 3.21 | 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. | 20.74 | 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. | 3.21 | cum | - | - |
| 1.005 | 4.2.A.2: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-IV - For lower sub-base - Mix in Place Method | 250.5 | cum | - | - |
| 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. | 115.5 | cum | - | - |
| 1.007 | 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. | 900 | sqm | - | - |
| 1.008 | 55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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. | 140 | sqm | - | - |
| 1.009 | 12.8.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 | 10.2 | cum | - | - |
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Tender Documents • 1.64 MB
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