Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC CHERKALA CHENGALA KASARGOD KERALA 671541 | KASARAGOD | KERALA | 671541 | ₹3.7 L | L1 | Accepted-AOC Agreement executed on 23/10/2025 |
| 2 | L2₹4.0 LRejected-AOC | ₹4.0 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | L3₹4.2 LRejected-Finance | ₹4.2 L | L3 | Rejected-Finance Higher rate and hence not admitted |
| 4 | L4₹4.3 LRejected-Finance | ₹4.3 L | L4 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | JASIR T M L2 | BM ABDHULLA L1 | ABDULLA B L4 | Mohammed Nuhman L3 |
|---|---|---|---|---|---|---|---|
| 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. | 285 | sqm | 14.2 ₹4,047 | 10 ₹2,850 | 15 ₹4,275 | 15 ₹4,275 |
| 1.00 | OD173210/2025-2026:Granular sub-base/base/surface course with available departmental 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.
&amp;lt;br&amp;gt;(ii)
Using Gravel mix soil.(using departmental material | 10.69 | cum | 201.24 ₹2,150.85 | 168 ₹1,795.58 | 191 ₹2,041.41 | 191 ₹2,041.41 |
| 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. | 10.69 | cum | 2,205.66 ₹23,571.89 | 2,050 ₹21,908.35 | 2,338 ₹24,986.21 | 2,338 ₹24,986.21 |
| 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) | 42.75 | cum | 8,487.83 ₹3.6 L | 7,916 ₹3.4 L | 9,100 ₹3.9 L | 8,997 ₹3.8 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 4.56 | cum | 579.62 ₹2,643.07 | 525 ₹2,394 | 614.4 ₹2,801.66 | 614.4 ₹2,801.66 |
| 1.01 | OD183904/2025-2026:Engraving letters in hard stone. | 340 | per Letter per cm height | 9.49 ₹3,226.60 | 9 ₹3,060 | 10.29 ₹3,498.60 | 10.29 ₹3,498.60 |
| 1.01 | OD199451/2025-2026:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished granite less than 0.5 sqm area, at road sides, walls etc. locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch tips, including rubbing, moulding and polishing to edge to give high gloss finish etc. complete at all levels. | 0.24 | sqm | 4,607.04 ₹1,105.69 | 4,000 ₹960 | 5,200 ₹1,248 | 5,200 ₹1,248 |
Tender Value
₹4.2 L
EMD Value
₹10,589
Closing Date
30 Aug 2025, 10:00 amClosed
MANJULA NK
Office of the Assistant Engineer, LID and EW Section, Kumbla Grama Panchaya
Annual Plan-ANNUAL PLAN KUMBALA GP 2025-26 PR NO 64/26 CHENKINADUKKA MADVA ROAD IMPROVEMENT-IN WARD 08-General Civil Work
2025_LSGD_786168_8
03/2025-26/TN/AE/LIDEW/KMBL
Open Tender
Civil Works - Roads
180 days
Kumbla Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,589
Yes
10 Jan 2026
21 Aug 2025
1 Sept 2025
21 Aug 2025
30 Aug 2025
21 Aug 2025
Amount
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.
OD173210/2025-2026:Granular sub-base/base/surface course with available departmental 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. &amp;lt;br&amp;gt;(ii) Using Gravel mix soil.(using departmental material
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.
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)
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
OD183904/2025-2026:Engraving letters in hard stone.
OD199451/2025-2026:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished granite less than 0.5 sqm area, at road sides, walls etc. locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch tips, including rubbing, moulding and polishing to edge to give high gloss finish etc. complete at all levels.
JASIR T M (BID ID -2316349)
Mohammed Nuhman (BID ID -2315166)
ABDULLA B (BID ID -2316632)
Bidder Name
BM ABDHULLA
Mohammed Nuhman
ABDULLA B
JASIR T M
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1300167.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
Download all tender documents and submit your bid