Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹7.5 L+₹74,742.86 (11.0%)Accepted-Finance | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | AFSAL K M L2 | JOSEPH MATHEW L1 |
|---|---|---|---|---|---|
| 1.00Road Renovation | |||||
| 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. | 375 | sqm | 17.77 ₹6,663.75 | 16 ₹6,000 Lowest |
| 1.00 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | 24.38 | cum | 4,163.21 ₹1,01,478.24 | 3,750 ₹91,406.25 Lowest |
| 1.00 | OD140563/2026-2027:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum
strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then
laying interlock cobbles in lines and levels as per the directions of the departmental
officers at site inclusive of all cost & conveyance charges etc.; complete. | 325 | sqm | 1,339.09 ₹4,35,204.25 | 1,206 ₹3,91,950 Lowest |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 19.35 | cum | 10,605.17 ₹2,05,210.04 | 9,554 ₹1,84,869.9 Lowest |
| 1.00 | OD140599/2026-2027:Providing and fixing good quality granite Name board with lettering including of all cost conveyance labour charge etc complete. | 1 | each | 3,412.73 ₹3,412.73 | 3,000 ₹3,000 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,936
Closing Date
31 Aug 2026, 10:00 amClosed
Assistant Engineer
Lid and EW section Vandanmedu GP
Annual Plan-Project No. 240/2026 2027 Vandanmedu GP-Riksonpadi Varavukadu Road Renovation Ward -1
2026_LSGD_866323_7
27/2026/AE/LID And EW/VMD
Open Tender
Civil Works - Roads
Item Rate
Vandanmedu
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,495
Yes
₹16,936
Yes
29 Sept 2026
21 Aug 2026
31 Aug 2026
21 Aug 2026
31 Aug 2026
21 Aug 2026
21 Aug 2026 - 29 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Renovation | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.003 | OD140563/2026-2027:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum
strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then
laying interlock cobbles in lines and levels as per the directions of the departmental
officers at site inclusive of all cost & conveyance charges etc.; complete. | - | sqm | - | - |
| 1.004 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.005 | OD140599/2026-2027:Providing and fixing good quality granite Name board with lettering including of all cost conveyance labour charge etc complete. | - | each | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
finance_1466312.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 • 0.56 MB
BOQ_1466312.xls
BOQ • 0.30 MB
240sbd.pdf
Tender Documents • 1.77 MB
TENDEREXTVMD.pdf
PDF • 0.01 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 .