Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC KERALA KL | ₹3.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.3 LRejected-AOC | ₹3.3 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | ABDUL RAHIMAN B A L2 | AHAMAD MASHOOD K L1 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||
| 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. | 299.2 | sqm | 11.72 ₹3,506.62 | 11.1 ₹3,321.12 |
| 1.00 | OD422164/2025-2026:od1336463/2021 2022 Granular sub-base/base/surface course with serviceable material
available during scarifying of existing road. Construction of granular sub-base with
departmental 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. (Modified 4.11.2) | 19.3 | cum | 147.82 ₹2,852.63 | 141.36 ₹2,727.97 |
| 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. | 3.14 | cum | 1,819 ₹5,715.30 | 1,730.35 ₹5,436.76 |
| 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) | 44.88 | cum | 6,999.67 ₹3.1 L | 6,658.68 ₹3.0 L |
| 1.00 | OD216139/2025-2026:Providing and fixing Name Board fixed over MS sheeting, 2mm thick supported on GI pipe
50mm dia firmly fixed to the ground by means of properly designed foundation with M-15
grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per drawing
and technical specification clause 1701.600mmX 450mm rectangular | 1 | each set | 2,920.61 ₹2,920.61 | 2,590.35 ₹2,590.35 |
Tender Value
₹4.2 L
EMD Value
₹10,577
Closing Date
9 Feb 2026, 6:00 pmClosed
AE LSGD MANGALPADY
AE LSGD MANGALPADY GP
DRAINAGE
2026_LSGD_832773_6
AE/LSGD/MGP/ETD/07/2025-2026
Open Tender
Civil Works - Roads
180 days
MANGALPADY GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,577
Yes
21 Apr 2026
2 Feb 2026
11 Feb 2026
2 Feb 2026
9 Feb 2026
2 Feb 2026
ROAD CONCRETE
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.
OD422164/2025-2026:od1336463/2021 2022 Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of granular sub-base with departmental 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. (Modified 4.11.2)
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.
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)
OD216139/2025-2026:Providing and fixing Name Board fixed over MS sheeting, 2mm thick supported on GI pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per drawing and technical specification clause 1701.600mmX 450mm rectangular
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1400098.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 • 0.24 MB
DECLARATION.pdf
Tender Documents • 0.05 MB
EPayment.pdf
Tender Documents • 0.05 MB
BOQ_1400098.xls
BOQ • 0.30 MB
47SBD.pdf
Tender Documents • 1.87 MB
PriliminaryAgg.pdf
Tender Documents • 0.06 MB
47NIT.pdf
Tender Documents • 0.03 MB
Download all tender documents and submit your bid