Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | ₹4.6 L | L1 | Accepted-AOC Accepted Vide Resolution No.3(2) dtd.12-05-2026 of Kadungalloor GP |
| 2 | L2₹4.6 L+₹2,582.33 (0.56%)Rejected-AOC | ₹4.6 L+₹2,582.33 (0.56%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | L3₹4.7 L+₹7,946.01 (1.74%)Rejected-Finance | ₹4.7 L+₹7,946.01 (1.74%) | L3 | Rejected-Finance Higher rate and hence not admitted |
| 4 | L4₹4.7 L+₹15,496.55 (3.39%)Rejected-Finance | ₹4.7 L+₹15,496.55 (3.39%) | L4 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | K.M ASHRAF L3 | C P ABOOBACKER L1 | K M SAINUDEEN L2 | Riswan Sakeer L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||||
| 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 | 26.75 | cum | 1,651 ₹44,164.25 | 1,623.16 ₹43,419.53 Lowest | 1,632.33 ₹43,664.83 | 1,678.17 ₹44,891.05 |
| 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 | 24.6 | cum | 3,004 ₹73,904.41 | 2,954.02 ₹72,674.8 Lowest | 2,970.71 ₹73,085.41 | 3,054.16 ₹75,138.44 |
| 1.00 | OD468352/2025-2026:Providing and laying interlocking concrete block pavements using 80mm M40 hydraulic blocks 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 complete as per the direction of Engineer-in-charge | 306.9 | sqm | 1,070 ₹3,28,383 | 1,051.56 ₹3,22,723.76 Lowest | 1,057.5 ₹3,24,546.75 | 1,087.21 ₹3,33,664.75 |
| 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) | 2.25 | cum | 8,269 ₹18,621.79 | 8,130.26 ₹18,309.35 Lowest | 8,176.19 ₹18,412.78 | 8,405.75 ₹18,929.75 |
Tender Value
₹5.2 L
EMD Value
₹12,913
Closing Date
13 Mar 2026, 3:00 pmClosed
ANILA REGHUNATH
OFFICE OF ASSISTANT ENGINEER,KADUNGALLOOR GP
KIZHAKKEPARAMBIL ROAD TILING- 403/26
2026_LSGD_843542_4
ET/15/KDLR/LSGD/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
KADUNGALLOOR GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,140
Yes
₹12,913
Yes
6 Jun 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
Road Maintenance
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) <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
OD468352/2025-2026:Providing and laying interlocking concrete block pavements using 80mm M40 hydraulic blocks 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 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_1424741.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 • 0.26 MB
Tendernotice_2.pdf
PDF • 0.25 MB
Tendernotice_3.pdf
PDF • 0.25 MB
BOQ_1424741.xls
BOQ • 0.30 MB
viewnit.pdf
Tender Documents • 0.02 MB
viewsbd.pdf
Tender Documents • 1.72 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 .