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 | 1₹28.9 LAccepted-AOC OTTAKANDATHIL HOUSE PARAVOOTHARA CHENDAMANGALAM P O PIN 683512 | CHENDAMANGALAM | ERNAKULAM | KERALA | 683512 | 1 | Accepted-AOC AGREEMENT EXECUTED |
| Sl No | Description | Qty | Unit | BIJU.O.P L1 |
|---|---|---|---|---|
| 1.00CHALIPALAM KOOTTUKAD VADAKKUMNPURAM ROAD | ||||
| 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. | 660 | sqm | 16 ₹10,560 Lowest |
| 1.00 | OD182762/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 16.28 | cum | 1,822.7 ₹29,668.09 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 | 90.2 | cum | 3,337.88 ₹3,01,076.78 Lowest |
| 1.00 | OD182761/2025-2026:Providing and laying Interlocking concrete block pavements using 100mm M40 hydraulic
blocksof approved size, design and shape, laid in required pattern over and including a
compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the
direction of Engineer-in-charge | 752.33 | sqm | 1,366.5 ₹10,28,052.11 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) | 21.58 | cum | 9,186.7 ₹1,98,258.17 Lowest |
| 1.01 | OD182760/2025-2026:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40
cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of
epoxy painting over epoxy primer and as per approved drawing and clause 801 including
lettering symbols etc. (Derived from MoRD spec 10.3.A.2) | 0.75 | sqm | 13,611.1 ₹10,208.33 Lowest |
| 2.00PULLARAPILLY ROAD | ||||
| 2.00 | 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. | 810 | sqm | 16 ₹12,960 Lowest |
| 2.00 | 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 | 90 | cum | 3,337.88 ₹3,00,409.2 Lowest |
Tender Value
₹28.9 L
EMD Value
₹50,000
Closing Date
29 Sept 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 the Assistant Engineer, LIDEW Section, Chendamangalam
LRRP 2024-25, Paravoor LAC, SL No- 2886-Chalipalam Koottukadu vadakkumpuram, Pullarappilly Road in Wards 13,14 in Chennamangalam GP, Eranakulam District
2025_LSGD_793242_5
04/LRRP/AE/CHM/2025-26
Open Tender
Civil Works - Roads
Item Rate
Chendamangalam GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
1 Nov 2025
22 Sept 2025
3 Oct 2025
22 Sept 2025
29 Sept 2025
22 Sept 2025
stage.html
html • 0.03 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 • 0.03 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 .