Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC MADATHODI HOUSE VILAYUR PO | WAYANAD | KERALA | 670644 | ₹3.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.4 LRejected-AOC | ₹3.4 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | VISHNUJITH.M L1 | VIJITH M L2 |
|---|---|---|---|---|---|
| 1.00Appendix -A Road 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. | 75 | sqm | 15.68 ₹1,176 | 16 ₹1,200 |
| 1.00 | OD372723/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. 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. | 9.79 | cum | 328.9 ₹3,219.27 | 335.61 ₹3,284.95 |
| 1.00 | OD372714/2025-2026: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 | 28.12 | cum | 928.06 ₹26,101.69 | 947 ₹26,634.38 |
| 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. | 7.5 | cum | 2,434.32 ₹18,257.4 | 2,484 ₹18,630 |
| 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) | 11.25 | cum | 9,371.74 ₹1,05,432.08 | 9,563 ₹1,07,583.75 |
| 1.01 | OD372713/2025-2026:Name Board (MORD): Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm Post, 40x20x1.4 mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer , lettering with suitable co lour and size ,fixing the post in ground with C:C 1:2:4 etc
complete. | 1 | each | 2,744 ₹2,744 | 2,800 ₹2,800 |
| 2.00Side Protection | |||||
| 2.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 13.05 | cum | 432.67 ₹5,646.34 | 441.5 ₹5,761.58 |
| 2.00 | OD372715/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials laboure charges etc. complete as per direction of Departmental officers at site | 33.05 | cum | 4,076.8 ₹1,34,738.24 | 4,160 ₹1,37,488 |
Tender Value
₹3.4 L
EMD Value
₹8,472
Closing Date
5 Nov 2025, 11:00 amClosed
ASSISTANT ENGINEER
THIRUVEGAPPURA GP
THIRUVEGAPURA GP 2025- 2026 BHAVA MASTER ROAD
2025_LSGD_816179_1
AE/LSGD/TVPGP-01/2025-26(9)
Open Tender
Civil Works - Roads
180 days
THIRUVEGAPPURA GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹750
Yes
₹8,472
Yes
23 Feb 2026
29 Oct 2025
6 Nov 2025
29 Oct 2025
5 Nov 2025
29 Oct 2025
Amount
Appendix -A 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.
OD372723/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. 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.
OD372714/2025-2026: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
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)
OD372713/2025-2026:Name Board (MORD): Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm Post, 40x20x1.4 mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer , lettering with suitable co lour and size ,fixing the post in ground with C:C 1:2:4 etc complete.
Side Protection
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
OD372715/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials laboure 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<br> For height upto 5 m <br> 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
VIJITH M (BID ID -2430510)
Bidder Name
VISHNUJITH.M
VIJITH M
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1366922.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
Tender-09.pdf
Tender Documents • 0.41 MB
viewsbd.pdf
Tender Documents • 1.80 MB
BOQ_1366922.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid