Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.9 LAccepted-AOC | ₹16.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹16.9 LRejected-Finance | ₹16.9 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | A VASUDEVA HOLLA L2 | RIYAS L1 |
|---|---|---|---|---|---|
| 1.00Re-tarring | |||||
| 1.00 | 3.9.2.B:Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 (B) Mechanical Means | 55.8 | cum | 1,728.96 ₹96,475.97 | 1,728.96 ₹96,475.97 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 138 | cum | 66.07 ₹9,117.66 | 66.07 ₹9,117.66 |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 300 | sqm | 15.06 ₹4,518 | 16 ₹4,800 |
| 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. | 74.1 | cum | 2,338.05 ₹1.7 L | 2,300 ₹1.7 L |
| 1.00 | OD212505/2024-2025: 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) | 13.5 | cum | 191 ₹2,578.50 | 191 ₹2,578.50 |
| 1.01 | 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) | 149.4 | cum | 8,997.01 ₹13.4 L | 8,997.01 ₹13.4 L |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders 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. | 95.7 | cum | 614.4 ₹58,798.08 | 614.4 ₹58,798.08 |
| 1.01 | OD98197/2024-2025: Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
8.2.2.2 Area of slab over 0.50 sqm | 0.36 | sqm | 3,666.66 ₹1,320 | 3,666.66 ₹1,320 |
| 1.01 | OD98198/2024-2025:16.21. Engraving letters in hard stone | 425 | per Letter per cm height | 10.71 ₹4,551.75 | 10.71 ₹4,551.75 |
Updated dates
Tender Value
₹16.9 L
EMD Value
₹42,369
Closing Date
27 Oct 2025, 6:00 pmClosed
EXECUTIVE ENGINEER
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
ROAD CONCRETE
2025_LSGD_808384_1
140/25-26
Open Tender
Civil Works - Roads
180 days
MADHUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,369
Yes
15 Jan 2026
13 Oct 2025
29 Oct 2025
13 Oct 2025
27 Oct 2025
13 Oct 2025
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1349380.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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.05 MB
viewsbd140.pdf
Tender Documents • 1.89 MB
BOQ_1349380.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid