Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC Accepted Vide Resolution No.4 dtd.02-03-2026 of Kodumbu GP |
| 2 | L2₹4.4 LRejected-AOC | ₹4.4 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | SUNDARAN K L1 | SASI G L2 |
|---|---|---|---|---|---|
| 1.00Road Rennovation | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 109.8 | cum | 66.84 ₹7,339.03 | 70.18 ₹7,705.76 |
| 1.00 | OD216486/2025-2026:Carriage of departmental cut earth from one site to other site or to stacking yard by means of tipper of 5.50cum capacity including all cost of labour, machineries, loading, unloading, and stacking/ spreading charges as per the direction of Engineer at site | 109.8 | cum | 199.16 ₹21,867.77 | 209.12 ₹22,961.38 |
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 109.8 | cum | 16.07 ₹1,764.49 | 16.87 ₹1,852.33 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 54.9 | cum | 3,337.88 ₹1.8 L | 3,504.77 ₹1.9 L |
| 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 | 54.9 | cum | 3,750.64 ₹2.1 L | 3,938.17 ₹2.2 L |
| 1.01 | OD216638/2025-2026:Supplying and providing ready made Name board with all conveyance, labour and hire charges etc complete using hollow tube of size 80x20x1.4mm 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 etc complete | 1 | 1 nos | 3,064.86 ₹3,064.86 | 3,218.1 ₹3,218.10 |
Tender Value
₹4.2 L
EMD Value
₹10,580
Closing Date
21 Feb 2026, 2:00 pmClosed
ATHIRA R KUMAR
O/O THE ASSISTANT ENGINEER,LIDEW SECTION
KODUMBU GP 25-26 NELLIKKUNNAM ROAD RENOVATION P NO 117/26
2026_LSGD_836018_7
ET05/AE/LIDEW/KDB/25-26
Open Tender
Civil Works - Roads
240 days
KODUMBU GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,580
Yes
2 May 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
Road Rennovation
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD216486/2025-2026:Carriage of departmental cut earth from one site to other site or to stacking yard by means of tipper of 5.50cum capacity including all cost of labour, machineries, loading, unloading, and stacking/ spreading charges as per the direction of Engineer at site
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material
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
OD216638/2025-2026:Supplying and providing ready made Name board with all conveyance, labour and hire charges etc complete using hollow tube of size 80x20x1.4mm 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 etc complete
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.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 • 1.50 MB
Tendernotice_2.pdf
PDF • 0.25 MB
Tendernotice_3.pdf
PDF • 0.25 MB
117pa.pdf
Tender Documents • 0.26 MB
117sbd.pdf
Tender Documents • 0.91 MB
117fot.pdf
Tender Documents • 0.25 MB
AFFIDAVIT.pdf
Tender Documents • 0.11 MB
BOQ_1407174.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid