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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹57.3 LAccepted-AOC | ₹57.3 L | 1 | Accepted-AOC LOWEST |
| Sl No | Description | Qty | Unit | P A Moidutty L1 |
|---|---|---|---|---|
| 1.00Appendix.A Preventive work | ||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 68.9 | cum | 2,400 ₹1.7 L |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 25.21 | cum | 2,500 ₹63,022.50 |
| 1.00 | 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. | 68.9 | cum | 5,400 ₹3.7 L |
| 1.00 | 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. | 25.21 | cum | 12,000 ₹3.0 L |
| 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. | 8,805.84 | sqm | 13 ₹1.1 L |
| 1.01 | OD184910/2025-2026: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.
Material M | 8,805.84 | sqm | 317 ₹27.9 L |
| 1.01 | 10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor | 1,560 | sqm | 30 ₹46,800 |
| 1.01 | 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. | 585 | sqm | 1,250 ₹7.3 L |
| 1.01 | OD184908/2025-2026:Supplying and laying interlocking tile 100 mm or nearest size thickness using departmental materials, 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. | 190 | sqm | 175 ₹33,250 |
Tender Value
₹53.0 L
EMD Value
₹50,000
Closing Date
25 Oct 2025, 1:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER PWD ROADS DIVISION WAYANAD
GENERAL-RM- 2025-26- RC 2/ Phase 1/One year running contract for various roads under Pulpally Roads section- zone 1- 4 Roads -19.80 Km.-General Civil Work
2025_PWD_777241_6
PWD/RB/TR/8290/2025_5_1_1/1
Open Tender
Civil Works - Roads
365 days
WAYANAD
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
24 Apr 2026
17 Oct 2025
27 Oct 2025
17 Oct 2025
25 Oct 2025
17 Oct 2025
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