Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹5.9 L+₹10,432.92 (1.81%)Rejected-AOC 4 416 PENGATTUSSERY EDATHALAP O ALUVA 683112 | ERNAKULAM | KERALA | 683112 | L2 | Rejected-AOC Rejected | |
| 3 | L3₹6.2 L+₹41,394.61 (7.16%)Rejected-AOC | L3 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | K.R.JAYAPRAKASH L1 | AJ CONSTRUCTIONS L2 | ALTHAF HUSSAIN M L L3 |
|---|---|---|---|---|---|---|
| 1.00Road | ||||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 29.4 | cum | 1,656.72 ₹48,707.57 Lowest | 1,687 ₹49,597.8 | 1,775.38 ₹52,196.17 |
| 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 | 2.92 | cum | 3,015.11 ₹8,819.2 Lowest | 3,070 ₹8,979.75 | 3,231.07 ₹9,450.88 |
| 1.00 | OD224001/2025-2026:Providing and laying of interlocking concrete block pavements using 80 mm M40 hydraulic block of approved size, design and shape laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc all complete
as per direction of Engineer-in-charge | 463.75 | sqm | 1,048.12 ₹4,86,065.65 Lowest | 1,067 ₹4,94,821.25 | 1,123.2 ₹5,20,884 |
| 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) | 4.13 | cum | 8,298.37 ₹34,288.86 Lowest | 8,450 ₹34,915.4 | 8,892.75 ₹36,744.84 |
Tender Value
₹6.4 L
EMD Value
₹15,994
Closing Date
23 Jan 2026, 3:00 pmClosed
O/o THE ASSISTANT ENGINEER LSGD SECTION EDATHALA
O/o THE ASSISTANT ENGINEER LSGD SECTION EDATHALA
Annual Plan-EDATHALA GP 2025-2026- Project No. 405/25-26 MADAPPATTIL ROAD NAVEEKARANAM IN WARD-15
2026_LSGD_827857_1
10/AE/LSGD/EDT/TENDER/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
EDATHALA
PLEASE REFER TENDER DETAILS
7 documents required · 7 mandatory
₹1,415
Yes
₹15,994
Yes
28 Mar 2026
16 Jan 2026
27 Jan 2026
16 Jan 2026
23 Jan 2026
16 Jan 2026
16 Jan 2026 - 23 Jan 2026
2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
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
OD224001/2025-2026:Providing and laying of interlocking concrete block pavements using 80 mm M40 hydraulic block of approved size, design and shape laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc all complete as per 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_1389411.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
Tendernotice_1.pdf
PDF • 0.05 MB
BOQ_1389411.xls
BOQ • 0.23 MB
bid405.pdf
Tender Documents • 2.20 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 .