Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | ₹3.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.3 LRejected-AOC | ₹3.3 L | L2 | Rejected-AOC L2 |
| 3 | L3₹3.4 LRejected-AOC | ₹3.4 L | L3 | Rejected-AOC L3 |
| 4 | L4₹3.6 LRejected-AOC | ₹3.6 L | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | ABUTHAHIR PB L1 | muralikrishnan L3 | Rajeesh R L4 | ANWAR V A L2 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 41.88 | cum | 51.2 ₹2,144.26 | 55.06 ₹2,305.91 | 58.31 ₹2,442.02 | 53.96 ₹2,259.84 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 20.94 | cum | 2,492.39 ₹52,190.65 | 2,680.32 ₹56,125.90 | 2,838.2 ₹59,431.91 | 2,626.91 ₹55,007.50 |
| 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) | 35.67 | cum | 7,141.25 ₹2.5 L | 7,679.69 ₹2.7 L | 8,132.06 ₹2.9 L | 7,526.67 ₹2.7 L |
| 1.00 | OD146973/2025-2026: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 subgrade | 7.02 | cum | 707.53 ₹4,966.86 | 760.87 ₹5,341.31 | 805.69 ₹5,655.94 | 745.71 ₹5,234.88 |
| 1.00 | OD218759/2025-2026:Name board (MORD):Supplying and providing readymade GI name board with all
conveyance,
labour and
hire charges etc complete using GI hollow tube of size 80x40x1.4mm post,
40x20x1.4mm outer
frame, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting over
a coat of
primer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4
etc
complete | 1 | each | 2,093.94 ₹2,093.94 | 2,251.82 ₹2,251.82 | 2,384.46 ₹2,384.46 | 2,206.95 ₹2,206.95 |
Tender Value
₹4.2 L
EMD Value
₹10,585
Closing Date
31 Jan 2026, 4:00 pmClosed
Assistant Engineer,Palakkad Block Panchayat
Office of the Assistant Executive Engineer, LID and EW Sub division, Palakkad Block Panchayat
Annual Plan-Palakkad Block Panchayath - 2025-26 - Patham Mile Parapalla Road Concrete- Mundur GP-Pro.no.120/26 General Civil Work
2026_LSGD_829593_2
ET5/AE/LSGD/PKDBP/2025-26
Open Tender
Civil Works - Others
210 days
Palakkad Block Panchayat
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,585
Yes
25 Feb 2026
22 Jan 2026
4 Feb 2026
22 Jan 2026
31 Jan 2026
22 Jan 2026
ROAD CONCRETE
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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)
OD146973/2025-2026: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 subgrade
OD218759/2025-2026:Name board (MORD):Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1393268.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 • 0.60 MB
BOQ_1393268.xls
BOQ • 0.30 MB
EPAYMENT.pdf
Tender Documents • 0.23 MB
120FOT.pdf
Tender Documents • 0.25 MB
120PREAGMNT.pdf
Tender Documents • 0.26 MB
IPACT.pdf
Tender Documents • 0.23 MB
120AFFIDAVIT.pdf
Tender Documents • 0.24 MB
120SBD.pdf
Tender Documents • 1.64 MB
Download all tender documents and submit your bid
