Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | ₹3.4 L | L1 | Accepted-AOC Accepted Vide Resolution No.06/2026 dtd.10/07/2026 of KEEZHALLUR GP |
| 2 | L2₹3.5 L+₹9,934.03 (2.88%)Rejected-AOC | ₹3.5 L+₹9,934.03 (2.88%) | L2 | Rejected-AOC Accepted Vide Resolution No.06/2026 dtd.10/07/2026 of KEEZHALLUR GP |
| 3 | L3₹3.6 L+₹17,537.78 (5.09%)Rejected-AOC | ₹3.6 L+₹17,537.78 (5.09%) | L3 | Rejected-AOC Accepted Vide Resolution No.06/2026 dtd.10/07/2026 of KEEZHALLUR GP |
| 4 | L4₹3.8 L+₹33,727.09 (9.79%)Rejected-AOC | ₹3.8 L+₹33,727.09 (9.79%) | L4 | Rejected-AOC Accepted Vide Resolution No.06/2026 dtd.10/07/2026 of KEEZHALLUR GP |
| Sl No | Description | Qty | Unit | Mahesh P P L2 | BAIJU PUTHUSSERI L4 | Ajith V K L1 | PP PURUSHOTHAMAN L3 |
|---|---|---|---|---|---|---|---|
| 1.00CONCRETE WORK | |||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 79.2 | cum | 61.22 ₹4,848.62 | 66.3 ₹5,250.96 | 59.5 ₹4,712.4 Lowest | 62.53 ₹4,952.38 |
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 71.1 | cum | 59.43 ₹4,225.47 | 63.4 ₹4,507.74 | 57.76 ₹4,106.74 Lowest | 60.7 ₹4,315.77 |
| 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. (ii) Using Gravel mix soil. | 23.7 | cum | 2,152.77 ₹51,020.65 | 2,296.6 ₹54,429.42 | 2,092.46 ₹49,591.3 Lowest | 2,198.94 ₹52,114.88 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 35.55 | cum | 8,283.46 ₹2,94,477 | 8,837.6 ₹3,14,176.68 | 8,051.4 ₹2,86,227.27 Lowest | 8,461.11 ₹3,00,792.46 |
Tender Value
₹3.8 L
EMD Value
₹9,552
Closing Date
24 Jun 2026, 5:00 pmClosed
ASSISTENT ENGINEER
ASSISTENT ENGINEER LID AND E W SECTION KEEZHALLUR G P
PROJ.NO.281/26-THAZHE VEEDU JUNCTION THERAYIL ROAD CONCRETE (RETENDER)
2026_LSGD_845910_2
AE/LID and EW/KZLR/5/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
KEEZHALLUR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹845
Yes
₹9,552
Yes
16 Sept 2026
16 Jun 2026
26 Jun 2026
16 Jun 2026
24 Jun 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETE WORK | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 1.002 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 1 | cum | - | - |
| 1.003 | 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. (ii) Using Gravel mix soil. | 1 | cum | - | - |
| 1.004 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1446899.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 • 0.16 MB
Tendernotice_2.pdf
PDF • 0.13 MB
Tendernotice_3.pdf
PDF • 0.12 MB
FOT.pdf
Tender Documents • 0.25 MB
NIT.pdf
Tender Documents • 0.27 MB
PRE.pdf
Tender Documents • 0.26 MB
BOQ_1446899.xls
BOQ • 0.30 MB
AFFI.pdf
Tender Documents • 0.24 MB
SBD.pdf
Tender Documents • 0.98 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 .