Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.3 L+₹33,408.53 (8.38%)Rejected-AOC KOLLAM | KOLLAM | KERALA | 689694 | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | subash k L1 | Ashokkumar.k L3 | SURESHKUMAR P G L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD FORMING | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 195 | sqm | 180.81 ₹35,257.95 | 247.25 ₹48,213.75 | 14.59 ₹2,845.05 Lowest |
| 1.00 | OD440349/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm
in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift
up to 1.5 m as per direction of site Engineer-in-charge. | 102.38 | cum | 441.12 ₹45,159.66 Lowest | 603.21 ₹61,753.62 | 459.32 ₹47,022.89 |
| 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. <br>(ii) Using Gravel mix soil. | 29.25 | cum | 1,910.38 ₹55,878.62 Lowest | 2,612.29 ₹76,409.48 | 2,262.99 ₹66,192.46 |
| 1.00 | OD141351/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick crushed stone chips , filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 195 | sqm | 879.1 ₹1,71,424.5 Lowest | 1,202.11 ₹2,34,411.45 | 1,045.89 ₹2,03,948.55 |
| 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) | 13.4 | cum | 6,793.32 ₹91,050.87 Lowest | 9,289.33 ₹1,24,504.89 | 8,369.11 ₹1,12,171.18 |
Tender Value
₹4.7 L
EMD Value
₹11,860
Closing Date
2 Feb 2026, 6:00 pmClosed
THRISSI S BALAN
O/o the Assistant Engineer, LID EW Section , Aranmula Grama Panchayat
Annual Plan-2025-26 Aranmula GP Project No. 350/26 -Arattupuzha Neervilakam Road Interlock paving to Avoid Water Logging Ward-1
2026_LSGD_830771_1
08/eTdr/2025_26/AE/LIDEW/ARMLA
Open Tender
Civil Works - Roads
Item Rate
120 days
Aranmula
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,050
Yes
₹11,860
Yes
19 May 2026
26 Jan 2026
4 Feb 2026
26 Jan 2026
2 Feb 2026
26 Jan 2026
ROAD FORMING
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
OD440349/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
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. <br>(ii) Using Gravel mix soil.
OD141351/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick crushed stone chips , filling the joints with fine sand 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)
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1395698.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
Tendernotice_1.pdf
PDF • 0.29 MB
AFF_aratt.pdf
Tender Documents • 0.17 MB
sbd_arattu_compressed.pdf
Tender Documents • 0.69 MB
FT_aratt.pdf
Tender Documents • 0.19 MB
Pre_aratt.pdf
Tender Documents • 0.19 MB
integrity.pdf
Tender Documents • 0.17 MB
ePayment.pdf
Tender Documents • 0.17 MB
BOQ_1395698.xls
BOQ • 0.30 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 .