Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC | L1 | Accepted-AOC AS PER BOARD RESOLUTION | |
| 2 | L2₹5.3 L+₹26,122.68 (5.15%)Rejected-AOC | L2 | Rejected-AOC AS PER BOARD RESOLUTION |
| Sl No | Description | Qty | Unit | DINESHAN. M. L2 | chandran n v L1 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 1.00 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 291 | sqm | 38 ₹11,058 Lowest | 41 ₹11,931 |
| 1.00 | OD47861/2025-2026:Granular Sub-base with scarified material By Mix in Place Method <br> Construction of granular sub-base by providing scarified material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 8.73 | cum | 365 ₹3,186.45 | 170 ₹1,484.1 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 36.86 | cum | 2,772 ₹1,02,175.92 | 2,639 ₹97,273.54 Lowest |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 43.65 | cum | 7,923 ₹3,45,838.95 | 7,535 ₹3,28,902.75 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 9.31 | cum | 7,611 ₹70,873.63 | 7,240 ₹67,418.88 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,778
Closing Date
3 Oct 2025, 10:00 amClosed
SUBHA P
THURAYUR GP
MANANTHADU PRANTHAN PURATH ROAD IMPROVEMENT
2025_LSGD_796607_2
TENDER/AE/70/26
Open Tender
Civil Works - Roads
Item Rate
180 days
THURAYUR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,305
Yes
₹14,778
Yes
27 Jun 2026
24 Sept 2025
4 Oct 2025
24 Sept 2025
3 Oct 2025
24 Sept 2025
Amount
3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
OD47861/2025-2026:Granular Sub-base with scarified material By Mix in Place Method <br> Construction of granular sub-base by providing scarified material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
DINESHAN. M. (BID ID -2369490)
Bidder Name
DINESHAN. M.
chandran n v
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .