Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC | ₹5.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.4 L+₹25,804.20 (5.02%)Rejected-Finance | ₹5.4 L+₹25,804.20 (5.02%) | L2 | Rejected-Finance L2 |
| 3 | L3₹5.4 L+₹27,893.16 (5.42%)Rejected-Finance | ₹5.4 L+₹27,893.16 (5.42%) | L3 | Rejected-Finance L3 |
| 4 | L4₹5.5 L+₹31,709.52 (6.16%)Rejected-Finance | ₹5.5 L+₹31,709.52 (6.16%) | L4 | Rejected-Finance L4 |
| 5 | L5₹5.9 L+₹73,134.07 (14.2%)Rejected-Finance NELLIPPILLY HOUSE MATTATHUR P O VASUPURAM | PALAKKAD | KERALA | 678001 | ₹5.9 L+₹73,134.07 (14.2%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | NIDHIN JOHN L5 | REJI T.A L4 | SASI R L2 | GEORGE M Y L1 | DEEPTI AJAYKUMAR L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00CONCRETING | ||||||||
| 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. | 52.92 | cum | 63.42 ₹3,356.19 | 57.5 ₹3,042.9 | 58.24 ₹3,082.06 | 55 ₹2,910.6 Lowest | 60 ₹3,175.2 |
| 1.00 | OD15694/2026-2027: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 sub grade | 40.5 | cum | 876.47 ₹35,497.04 | 815 ₹33,007.5 | 805.88 ₹32,638.14 | 764 ₹30,942 Lowest | 900 ₹36,450 |
| 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. | 35.28 | cum | 2,297.76 ₹81,064.97 | 2,137 ₹75,393.36 | 2,112.7 ₹74,536.06 | 2,010 ₹70,912.8 Lowest | 2,250 ₹79,380 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 52.92 | cum | 8,837.64 ₹4,67,687.91 | 8,215 ₹4,34,737.8 | 8,125.85 ₹4,30,019.98 | 7,742 ₹4,09,706.64 Lowest | 8,000 ₹4,23,360 |
Tender Value
₹6.4 L
EMD Value
₹15,881
Closing Date
16 Jul 2026, 1:00 pmClosed
Assistant Engineer
Assistant Engineer, Nadathara
Nadathara GP 20/26-27 BABYS NAGAR THODE ROAD CONSTRUCTION WARD 16
2026_LSGD_859224_1
04/AE/LSGD/NDA/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Nadathara GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,405
Yes
₹15,881
Yes
1 Sept 2026
8 Jul 2026
17 Jul 2026
8 Jul 2026
16 Jul 2026
8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETING | |||||
| 1.001 | 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. | - | cum | - | - |
| 1.002 | OD15694/2026-2027: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 sub grade | - | 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. | - | cum | - | - |
| 1.004 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
stage.html
html • 0.04 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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.04 MB
epaymentform.pdf
Tender Documents • 0.01 MB
PA.pdf
Tender Documents • 0.29 MB
BOQ_1452782.xls
BOQ • 0.30 MB
integrity.pdf
Tender Documents • 0.02 MB
BIDFEE.pdf
Tender Documents • 0.01 MB
AFFIDAVIT.pdf
Tender Documents • 0.02 MB
babyssbd.pdf
Tender Documents • 1.77 MB
FOT.pdf
Tender Documents • 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 .