Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | ₹4.1 L | L1 | Accepted-AOC Accepted Vide Resolution No.1(2) dtd.02-03-2026 of Kadungalloor GP |
| 2 | L2₹4.2 L+₹7,310.59 (1.77%)Rejected-AOC | ₹4.2 L+₹7,310.59 (1.77%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | L3₹4.2 L+₹8,410.76 (2.04%)Rejected-Finance | ₹4.2 L+₹8,410.76 (2.04%) | L3 | Rejected-Finance 3RD BIDDER, HENCE REJECTED |
| 4 | L4₹4.3 L+₹15,700.26 (3.81%)Rejected-Finance | ₹4.3 L+₹15,700.26 (3.81%) | L4 | Rejected-Finance 4TH BIDDER, HENCE REJECTED |
| 5 | L5₹4.5 L+₹42,184.01 (10.2%)Rejected-Finance | ₹4.5 L+₹42,184.01 (10.2%) | L5 | Rejected-Finance 5TH BIDDER, HENCE REJECTED |
| Sl No | Description | Qty | Unit | C P ABOOBACKER L2 | ASOKAN O P L5 | K M SAINUDEEN L1 | Benny V C L4 | Riswan Sakeer L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Tile laying | ||||||||
| 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. | 211.95 | sqm | 12 ₹2,543.4 Lowest | 17.27 ₹3,660.38 | 15.69 ₹3,325.5 | 12.24 ₹2,594.27 | 15.99 ₹3,389.08 |
| 1.00 | OD465583/2025-2026:For Re laying scarified materials specification including premixing the material with water at
OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in
uniform layers in sub-base/base course on a well prepared sub-base and compacting with
smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting,
barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical
Specification Clause 406. By Mechanical Means with 1 km lead | 31.79 | cum | 377.66 ₹12,006.94 | 419.04 ₹13,322.54 | 376.55 ₹11,971.65 Lowest | 385.21 ₹12,246.98 | 384.36 ₹12,219.96 |
| 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 | 3 | cum | 3,337.88 ₹10,013.64 | 3,604.91 ₹10,814.73 | 3,271.12 ₹9,813.36 Lowest | 3,404.64 ₹10,213.92 | 3,337.86 ₹10,013.58 |
| 1.00 | OD436940/2025-2026: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 | 196.95 | sqm | 1,188 ₹2,33,976.6 | 1,283.27 ₹2,52,740.03 | 1,164.45 ₹2,29,338.43 Lowest | 1,211.76 ₹2,38,656.13 | 1,188.21 ₹2,34,017.96 |
| 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) | 17.52 | cum | 9,186.73 ₹1,60,951.51 | 9,921.68 ₹1,73,827.83 | 9,003 ₹1,57,732.56 Lowest | 9,370.46 ₹1,64,170.46 | 9,186.74 ₹1,60,951.68 |
Tender Value
₹4.2 L
EMD Value
₹10,515
Closing Date
26 Feb 2026, 4:00 pmClosed
ANILA REGHUNATH
OFFICE OF ASSISTANT ENGINEER,KADUNGALLOOR GP
VALAVANMALI PUNNASHERIPUTTU ROAD TILING WARD 3-413/26
2026_LSGD_837806_1
ET/14/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
₹930
Yes
₹10,515
Yes
11 May 2026
19 Feb 2026
28 Feb 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
Tile laying
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.
OD465583/2025-2026:For Re laying scarified materials specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
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
OD436940/2025-2026: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 • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1411166.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 • 0.45 MB
Tendernotice_2.pdf
PDF • 0.25 MB
Tendernotice_3.pdf
PDF • 0.25 MB
viewsbd.pdf
Tender Documents • 1.72 MB
BOQ_1411166.xls
BOQ • 0.30 MB
viewnit.pdf
Tender Documents • 0.02 MB
TIMEEXTENTIONCORRIGENDUM.pdf
PDF • 0.15 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 .