Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC | ₹2.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.4 LRejected-AOC | ₹2.4 L | L2 | Rejected-AOC L2 |
| 3 | L3₹2.6 LRejected-AOC | ₹2.6 L | L3 | Rejected-AOC L3 |
| 4 | L4₹3.3 LRejected-AOC | ₹3.3 L | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | AFSAL K M L4 | T V Rajendran L1 | Jayan Mohan L3 | JOSEPH MATHEW L2 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD RENOVATION | |||||||
| 1.00 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 13.44 | cum | 225.54 ₹3,031.26 | 168.33 ₹2,262.36 | 182.28 ₹2,449.84 | 168.64 ₹2,266.52 |
| 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. | 168 | sqm | 17.61 ₹2,958.48 | 13.14 ₹2,207.52 | 14.23 ₹2,390.64 | 13.16 ₹2,210.88 |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 12.6 | cum | 4,125.7 ₹51,983.82 | 3,079.27 ₹38,798.80 | 3,334.32 ₹42,012.43 | 3,084.9 ₹38,869.74 |
| 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) | 25.2 | cum | 10,520.12 ₹2.7 L | 7,851.83 ₹2.0 L | 8,502.17 ₹2.1 L | 7,866.18 ₹2.0 L |
| 1.00 | OD354038/2025-2026:Providing and fixing good quality granite Name board with lettering including of all cost
conveyance labour charge etc. complete. | 1 | each | 3,381.99 ₹3,381.99 | 2,524.19 ₹2,524.19 | 2,733.27 ₹2,733.27 | 2,528.8 ₹2,528.80 |
Tender Value
₹3.0 L
EMD Value
₹7,420
Closing Date
30 Dec 2025, 6:00 pmClosed
Assistant Engineer
Lid And EW Section Vandanmedu GP
Annual Plan-Proj.No.317/25 26,Vandanmedu GP-Manamkerippadi Marthomapallippady Road Renovation in Ward No.6
2025_LSGD_823575_13
20/2025/AE/LID AND EW/VMD
Open Tender
Civil Works - Roads
Vandanmedu
Please refer Tender documents.
9 documents required · 9 mandatory
₹655
Yes
₹7,420
Yes
28 Feb 2026
23 Dec 2025
31 Dec 2025
23 Dec 2025
30 Dec 2025
23 Dec 2025
23 Dec 2025 - 30 Dec 2025
ROAD RENOVATION
8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
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.
4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
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)
OD354038/2025-2026:Providing and fixing good quality granite Name board with lettering including of all cost conveyance labour charge etc. complete.
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1380612.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 • 0.58 MB
BOQ_1380612.xls
BOQ • 0.30 MB
317sbd.pdf
Tender Documents • 1.75 MB
Download all tender documents and submit your bid