Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.6 L+₹32,727.46 (7.73%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SAJEESH.P L2 | Musthafa K P L1 |
|---|---|---|---|---|---|
| 1.00APPENDIX -A -ROAD CONCRETE WORKS | |||||
| 1.00 | OD89345/2025-2026: Modified Data-50.2.26.1 (OD-2018)-Filling with available excavated earth (excluding
rock) in open areas in layers not exceeding 20 cm in depth, consolidating each
deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per
direction of site Engineer-in-charge. | 17.73 | cum | 550 ₹9,749.3 | 464.32 ₹8,230.54 Lowest |
| 1.00 | OD89343/2025-2026:Filling with contractors own arth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20cm in depth , consolidating each deposited layer byramming and wateruing lead upto 50m and lift upto 1.5 m asper direction of site engineer incharge | 0.78 | cum | 780 ₹608.4 | 759.84 ₹592.68 Lowest |
| 1.00 | OD89342/2025-2026: 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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
(i) Using naturally occuring gravel | 5.55 | cum | 2,500 ₹13,875 | 2,341.68 ₹12,996.32 Lowest |
| 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) | 8.32 | cum | 10,500 ₹87,412.5 | 9,563.75 ₹79,618.22 Lowest |
| 1.00 | OD89325/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and hire chages etc complete using GI hollow tube of size 80X40X1.4 MM post.40x20x1.4 mm outerframe,0.6 mmthick iron sheet of size 90x60 cm 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 | 3,500 ₹3,500 | 2,804.26 ₹2,804.26 Lowest |
| 2.00APPENDIX.B-ROAD SIDE WALL CONSTRUCTION | |||||
| 2.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 26.73 | cum | 450 ₹12,028.5 | 441.5 ₹11,801.3 Lowest |
| 2.00 | OD89347/2025-2026: DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonrywith good quality blasted rubble including packing to compactness to lines and levels cost and conveyanceof all materials labour charges etc.complete as per direction of Departmental officers at site | 49.89 | cum | 4,500 ₹2,24,505 | 4,160.22 ₹2,07,553.38 Lowest |
| 2.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 7.93 | cum | 11,000 ₹87,285 | 10,457.41 ₹82,979.55 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,588
Closing Date
1 Nov 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
THIRUVEGAPPURA GP
THIRUVEGAPPURA GP 2025- 26 THAZHATHETHODI ROAD
2025_LSGD_814912_1
AE/LSGD/TVPGP-08/2025-26(16)
Open Tender
Civil Works - Roads
Item Rate
180 days
THIRUVEGAPPURA GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,588
Yes
9 Dec 2025
25 Oct 2025
3 Nov 2025
25 Oct 2025
1 Nov 2025
25 Oct 2025
Amount
APPENDIX -A -ROAD CONCRETE WORKS
OD89345/2025-2026: Modified Data-50.2.26.1 (OD-2018)-Filling with available excavated earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
OD89343/2025-2026:Filling with contractors own arth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20cm in depth , consolidating each deposited layer byramming and wateruing lead upto 50m and lift upto 1.5 m asper direction of site engineer incharge
OD89342/2025-2026: 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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel
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)
OD89325/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and hire chages etc complete using GI hollow tube of size 80X40X1.4 MM post.40x20x1.4 mm outerframe,0.6 mmthick iron sheet of size 90x60 cm 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
APPENDIX.B-ROAD SIDE WALL CONSTRUCTION
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD89347/2025-2026: DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonrywith good quality blasted rubble including packing to compactness to lines and levels cost and conveyanceof all materials labour charges etc.complete as per direction of Departmental officers at site
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
SAJEESH.P (BID ID -2424589)
Bidder Name
SAJEESH.P
Musthafa K P
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1363490.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
SBDTHAZHATHETHODIROAD11.pdf
Tender Documents • 1.74 MB
BOQ_1363490.xls
BOQ • 0.30 MB
TENDERNOTICE.pdf
Tender Documents • 0.41 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .