Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | ₹2.5 L | L1 | Accepted-AOC LI ACCEPTED |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | V RAJESH L1 | Sivadasan K L2 |
|---|---|---|---|---|---|
| 1.00CONCRETE | |||||
| 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. | 140 | sqm | 16.01 ₹2,241.40 | 16.81 ₹2,353.40 |
| 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 | 14 | cum | 3,337.88 ₹46,730.32 | 3,504.77 ₹49,066.78 |
| 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) | 21 | cum | 9,563.75 ₹2.0 L | 10,041.94 ₹2.1 L |
Tender Value
₹2.5 L
EMD Value
₹6,245
Closing Date
16 Feb 2026, 6:00 pmClosed
AE LSGD,CTMC
AE LSGD,CTMC
A n n u a l P l a n - C T M C - 2 0 2 5 - 2 6VADAKKATHARA SOCITY ROADCONCRETE
2026_LSGD_834102_1
E4/407808/2026
Open Tender
Civil Works - Roads
chittur thathamangalam municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
₹6,245
17 Apr 2026
6 Feb 2026
17 Feb 2026
6 Feb 2026
16 Feb 2026
6 Feb 2026
CONCRETE
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.
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
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)
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1402949.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 • 0.29 MB
BOQ_1402949.xls
BOQ • 0.30 MB
371NIT.pdf
Tender Documents • 0.03 MB
FormofTender.pdf
Other Document • 0.03 MB
preliminaryaggrementctmc.pdf
Other Document • 0.25 MB
AffidavitForm.rar
Other Document • 0.03 MB
EPAYMENTFORM.rar
Other Document • 0.05 MB
371SBD.pdf
Tender Documents • 1.90 MB
IntegrityPact.pdf
Other Document • 0.05 MB
Download all tender documents and submit your bid