Loading
Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC PULPRAIL HOUSE NELLAD PO | TIRUVANNAMALAI | TAMIL NADU | 604407 | L1 | Accepted-AOC AGREEMENT ALREADY EXECUTED DELAY OCCURRED IN EVALUAATION STAGE | |
| 2 | L2₹6.8 L+₹16,055.25 (2.42%)Rejected-Finance | L2 | Rejected-Finance NOT ELIGIBLE FOR AOC | |
| 3 | Rejected-Technical BXMPS0586H | - | Rejected-Technical NOT ELIGIBLE FOR FINANCIAL EVALUATION |
| Sl No | Description | Qty | Unit | SOJAN N GEORGE L3 | Nikhil T P L1 | R SABU L2 |
|---|---|---|---|---|---|---|
| 1.00TILE PAVING | ||||||
| 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. | 420 | sqm | 15 ₹6,300 | 14.36 ₹6,031.2 | 14 ₹5,880 Lowest |
| 1.00 | 4.1.A.1: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 | 18 | cum | 3,000 ₹54,000 | 2,915.25 ₹52,474.5 Lowest | 3,070 ₹55,260 |
| 1.00 | OD190562/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design and
shape ,laid in required pattern over and including a compacted bed of 6 mm stone aggregate of
50mm average thickness,etc.all complete as per the direction of Engineer-in-charge. | 528 | sqm | 1,065 ₹5,62,320 | 1,040.81 ₹5,49,547.68 Lowest | 1,060 ₹5,59,680 |
| 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) | 6.8 | cum | 8,500 ₹57,817 | 8,216.52 ₹55,888.77 Lowest | 8,700 ₹59,177.4 |
Tender Value
₹7.4 L
EMD Value
₹18,549
Closing Date
29 Aug 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER, LSGD (LID AND EW) SECTION, RAYAMANGALAM GP
Annual Plan-Rayamangalam GP Proj.192/25 26 NANGELIPADY MANIYEKKAPADAM ROAD TILE PAVING WARD-14 Rayamangalam gp-General Civil Work
2025_LSGD_789730_4
ET3/RYM/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
RAYAMANGALAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,640
Yes
₹18,549
Yes
18 Dec 2025
22 Aug 2025
30 Aug 2025
22 Aug 2025
29 Aug 2025
22 Aug 2025
Amount
TILE PAVING
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.
4.1.A.1: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
OD190562/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design and shape ,laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50mm average thickness,etc.all complete as per the direction of Engineer-in-charge.
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)
R SABU (BID ID -2314064)
SOJAN N GEORGE (BID ID -2313303)
Bidder Name
SOJAN N GEORGE
R SABU
Nikhil T P
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1301320.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 • 0.03 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 .