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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 LAccepted-AOC KALLIYOOR P O THIRUVANANTHAPURAM 42 KERALA | 42 | L1 | Accepted-AOC First lowest | |
| 2 | L2₹11.7 L+₹46,475.07 (4.14%)Rejected-AOC | L2 | Rejected-AOC Second lowest |
| Sl No | Description | Qty | Unit | SARATH S L1 | JOJY THOMAS L2 |
|---|---|---|---|---|---|
| 1.00Appendix A | |||||
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 137.7 | cum | 49.42 ₹6,805.13 Lowest | 50 ₹6,885 |
| 1.00 | OD328925/2025-2026:Filling up trenches with granular material (hard murrum) to required line & levels, consolidation by ramming etc complete | 51.64 | cum | 1,761.29 ₹90,949.49 Lowest | 1,800 ₹92,948.4 |
| 1.00 | 4.1.B.1: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-V - For sub-base cum drainage layer - Mix in Place Method | 34.42 | cum | 3,635.25 ₹1,25,143.48 Lowest | 3,700 ₹1,27,372.5 |
| 1.00 | 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. | 34.42 | cum | 3,695.53 ₹1,27,218.62 Lowest | 3,800 ₹1,30,815 |
| 1.00 | OD328877/2025-2026: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 Dense bituminous Macadam <br> For grading II- 26.5 mm (Nominal size) Material | 172.12 | sqm | 626.57 ₹1,07,848.36 Lowest | 650 ₹1,11,881.25 |
| 1.01 | 10.5.1a:Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. 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 form a smooth continuous surface, all as per clause 3004.2 - For grading I Material | 1,400 | sqm | 475.33 ₹6,65,462 Lowest | 500 ₹7,00,000 |
Tender Value
₹11.3 L
EMD Value
₹28,369
Closing Date
28 Feb 2026, 1:05 pmClosed
Assistant Executive Engineer
NH Bypass Subdivision Thiruvananthapuram
GENERAL-Urgent carriage way restoration to old NH 66 at various locations between Vazhimukku (581/600) to kaliyikkavila (599/000)-Work-General Civil Work
2026_PWD_839398_1
PWD/NH/TR/3290/2026_5_1_1/1
Open Tender
Civil Works - Highways
Item Rate
Thiruvananthapuram
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹28,369
Yes
8 Jun 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
28 Feb 2026
23 Feb 2026
Appendix A
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
OD328925/2025-2026:Filling up trenches with granular material (hard murrum) to required line & levels, consolidation by ramming etc complete
4.1.B.1: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-V - For sub-base cum drainage layer - Mix in Place Method
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.
OD328877/2025-2026: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 Dense bituminous Macadam <br> For grading II- 26.5 mm (Nominal size) Material
10.5.1a:Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. 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 form a smooth continuous surface, all as per clause 3004.2 - For grading I Material
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