Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-AOC | ₹2.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.8 L+₹15,711.88 (5.92%)Rejected-AOC | ₹2.8 L+₹15,711.88 (5.92%) | L2 | Rejected-AOC L2 |
| 3 | L3₹3.0 L+₹32,052.81 (12.1%)Rejected-AOC | ₹3.0 L+₹32,052.81 (12.1%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | RAHUL C M L2 | chandran n v L3 | Nirjas L1 |
|---|---|---|---|---|---|---|
| 1.00CONCRETE | ||||||
| 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. | 204 | sqm | 20 ₹4,080 | 12 ₹2,448 Lowest | 14.7 ₹2,998.8 |
| 1.00 | OD218227/2025-2026:Filling up low laying and water logged areas with local material/quarry muck,spreading layers levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 21.64 | cum | 250 ₹5,411.25 | 275 ₹5,952.38 | 234.27 ₹5,070.77 Lowest |
| 1.00 | OD218303/2025-2026:USING DEPARTMENTAL MATERIAL-Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 0.51 | cum | 20 ₹10.2 Lowest | 200 ₹102 | 1,000 ₹510 |
| 1.00 | 4.11.2: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. (ii) Using Gravel mix soil. | 20.4 | cum | 1,700 ₹34,680 Lowest | 2,100 ₹42,840 | 1,800 ₹36,720 |
| 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) | 30.6 | cum | 7,750 ₹2,37,150 | 8,050 ₹2,46,330 | 7,200 ₹2,20,320 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,474
Closing Date
26 Aug 2025, 9:00 amClosed
ASSISTANT ENGINEER ,MOODADI GP
ASSISTANT ENGINEER ,MOODADI GP
PROJECT NO.163-KUNDUKUNI POVATHIVAYAL NATIONAL HIGHWAY ROAD RE TARRING WARD 15
2025_LSGD_786505_18
AE/MDY/TENDER/44/P/2025-26
Open Tender
Civil Works - Roads
Item Rate
MOODADI
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
Yes
₹8,474
Yes
27 Nov 2025
18 Aug 2025
27 Aug 2025
18 Aug 2025
26 Aug 2025
18 Aug 2025
18 Aug 2025 - 23 Aug 2025
Amount
CONCRETE
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.
OD218227/2025-2026:Filling up low laying and water logged areas with local material/quarry muck,spreading layers levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
OD218303/2025-2026:USING DEPARTMENTAL MATERIAL-Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
4.11.2: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. (ii) Using Gravel mix soil.
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)
RAHUL C M (BID ID -2307795)
chandran n v (BID ID -2308407)
Bidder Name
Nirjas
chandran n v
RAHUL C M
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 .