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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.7 LAccepted-AOC RAJEEV HOUSE MULAVILAKOM KOVALAM PO THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695527 | ₹37.7 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹38.8 LRejected-AOC | ₹38.8 L | L2 | Rejected-AOC Highest |
| Sl No | Description | Qty | Unit | RAHUL R A L1 | MUHAMMED FAYAS E L2 |
|---|---|---|---|---|---|
| 1.00Road work | |||||
| 1.00 | 2.2.2.A:Clearing and Grubbing Road Land<br> Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. <br> (II) By Mechanical Means <br> (A) In area of non-thorny jungle | 0.09 | Hectare | 40,000 ₹3,480 | 27,000 ₹2,349 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 2,440 | sqm | 12 ₹29,280 | 14.5 ₹35,380 |
| 1.00 | OD9222/2024-2025:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 384 | cum | 2,395 ₹9.2 L | 2,300 ₹8.8 L |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 104 | cum | 8,100 ₹8.4 L | 9,000 ₹9.4 L |
| 2.00Interlock tile | |||||
| 2.00 | 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. | 1,860 | sqm | 1,000 ₹18.6 L | 1,022 ₹19.0 L |
| 3.00Quarry muck | |||||
| 3.00 | OD9224/2024-2025:Filling with Quarry Muck Filling up low lying and water logged areas with quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade.(As per approved OD ) | 94.5 | cum | 1,180 ₹1.1 L | 1,250 ₹1.2 L |
Tender Value
₹41.8 L
EMD Value
₹50,000
Closing Date
13 Nov 2025, 6:00 pmClosed
Executive Engineer
O/o Executive Engineer,HED Division,TVPM
Kazhakkuttam - Kariyil Road ward No 1 of Thiruvananthapuram corporation Kazhakkuttam LAC
2025_HED_815148_2
HED/CEHED/TR/50/2025_5_1_1/1
Open Tender
Civil Works - Roads
150 days
Kazhakkuttam - Kariyil Road ward No 1 of
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
6 Feb 2026
3 Nov 2025
15 Nov 2025
3 Nov 2025
13 Nov 2025
3 Nov 2025
Amount
Road work
2.2.2.A:Clearing and Grubbing Road Land<br> Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. <br> (II) By Mechanical Means <br> (A) In area of non-thorny jungle
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD9222/2024-2025:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
Interlock tile
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.
Quarry muck
OD9224/2024-2025:Filling with Quarry Muck Filling up low lying and water logged areas with quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade.(As per approved OD )
MUHAMMED FAYAS E (BID ID -2435357)
Bidder Name
MUHAMMED FAYAS E
RAHUL R A
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