Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC ADARSH | ₹3.0 L | L1 | Accepted-AOC Lowest rate and hence admitted |
| 2 | L2₹3.3 LRejected-AOC | ₹3.3 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | L3₹3.3 LRejected-AOC | ₹3.3 L | L3 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | A P BABU L3 | ASWIN C ANIL L2 | ADARS C S L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD | ||||||
| 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. | 229.12 | sqm | 60 ₹13,747.20 | 9.3 ₹2,130.82 | 13.14 ₹3,010.64 |
| 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. <br>(ii) Using Gravel mix soil. | 13.75 | cum | 2,300 ₹31,618.10 | 2,200 ₹30,243.40 | 2,000 ₹27,494 |
| 1.00 | OD434881/2025-2026:Granular sub-base/base/surface course with local materials by departmental material (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. &lt;br&gt;(ii) Using Gravel mix soil.( Modified 4.11.2) by deptl matrial. | 9.16 | cum | 500 ₹4,582.50 | 500 ₹4,582.50 | 165 ₹1,512.23 |
| 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) | 34.37 | cum | 8,250 ₹2.8 L | 8,400 ₹2.9 L | 7,710 ₹2.6 L |
Tender Value
₹3.4 L
EMD Value
₹8,459
Closing Date
27 Jan 2026, 4:00 pmClosed
satheesh k,assistant engineer
The Assistant Engineer, LID-EW Section,Villiappally Grama Panchayat
EDALOTT LAKSHAMVEED ROAD MAINTENANCE SECOND REACH (359/25-26)
2026_LSGD_828467_6
AE/LSGD/VLPY/01JAN/2025-26
Open Tender
Civil Works - Roads
300 days
villiappally
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,459
Yes
18 Apr 2026
17 Jan 2026
29 Jan 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
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.
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. <br>(ii) Using Gravel mix soil.
OD434881/2025-2026:Granular sub-base/base/surface course with local materials by departmental material (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. &lt;br&gt;(ii) Using Gravel mix soil.( Modified 4.11.2) by deptl matrial.
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)
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1390893.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 • 0.28 MB
Tendernotice_2.pdf
PDF • 0.28 MB
aff.pdf
Tender Documents • 0.24 MB
fip.pdf
Tender Documents • 0.23 MB
pa.pdf
Tender Documents • 0.26 MB
fot.pdf
Tender Documents • 0.25 MB
BOQ_1390893.xls
BOQ • 0.25 MB
sbd.pdf
Tender Documents • 0.98 MB
Download all tender documents and submit your bid