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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.7 LAccepted-AOC TC 53 407 POTTAVILA KARAKKAMANDAPAM NEMOM P O TRIVANDRUM 695020 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695020 | L1 | Accepted-AOC L1 | |
| 2 | L2₹42.4 L+₹1.7 L (4.15%)Rejected-Finance CHANDRA BHAVAN MARTHENDESWARAM OORUTTAMBALAM P O TRIVANDRUM | L2 | Rejected-Finance L2-Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder |
| Sl No | Description | Qty | Unit | SHAFEER.S L1 | VINOD KUMAR R L2 |
|---|---|---|---|---|---|
| 1.00Renovation of road | |||||
| 1.00 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means | 0.06 | Hectare | 48,587 ₹2,915.22 Lowest | 50,606 ₹3,036.36 |
| 1.00 | OD191214/2025-2026:Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration
macadam over prepared base by providing a layer of compacted crushed coarse aggregate using
chips spreader with alternate applications of bituminous binder and key aggregates and rolling
with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per
Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65)- (Modified Mord 5.5.B.2a) | 360.46 | sqm | 381.83 ₹1,37,634.44 Lowest | 397.6 ₹1,43,318.9 |
| 1.00 | 2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means | 39 | cum | 513 ₹20,007 Lowest | 534.3 ₹20,837.7 |
| 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. | 39 | cum | 3,583.92 ₹1,39,772.88 Lowest | 3,732.85 ₹1,45,581.15 |
| 1.00 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 260 | sqm | 60.65 ₹15,769 Lowest | 63.17 ₹16,424.2 |
| 1.01 | 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. | 260 | sqm | 11.8 ₹3,068 Lowest | 12 ₹3,120 |
| 1.01 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | 2,540 | sqm | 14.3 ₹36,322 Lowest | 14.5 ₹36,830 |
| 1.01 | OD191216/2025-2026:Mod 5.6.1.a Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( VG30) @ 5.2 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - I ( 19 mm nominal size ) | 140 | cum | 11,790.56 ₹16,50,678.4 Lowest | 12,280.54 ₹17,19,275.6 |
| 1.01 | OD191215/2025-2026:Name board of size 75*60 cm . installed in the appropriate place visible to public
made of brick wall with granite plaque should be inserted and engraving letters etc complete as per the
direction of deptl officers at site | 1 | each | 5,467.11 ₹5,467.11 Lowest | 5,694.3 ₹5,694.3 |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
23 Aug 2025, 5:00 pmClosed
Assistant executive Eengineer
Thiruvananthapuram Corporation
Tvm Corporation 2025-26 -Sl No 7 Construction of drain and road renovation of Koottathumoola Idakkulam Mannammoola road in Peroorkada ward
2025_LSGD_786972_1
AEE/projectcell/DB/BC7
Open Tender
Civil Works - Roads
Item Rate
120 days
Peroorkada ward
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
1 Nov 2025
16 Aug 2025
27 Aug 2025
16 Aug 2025
23 Aug 2025
16 Aug 2025
16 Aug 2025 - 18 Aug 2025
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