Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.5 LAccepted-AOC N A | ₹2.5 L | 1 | Accepted-AOC l1 |
| Sl No | Description | Qty | Unit | Basheer P C L1 |
|---|---|---|---|---|
| 1.00Road work | ||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 45.6 | cum | 64.04 ₹2,920.22 |
| 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 | 15.2 | cum | 3,124.47 ₹47,491.94 |
| 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) | 22.8 | cum | 8,926.16 ₹2.0 L |
Tender Value
₹2.5 L
EMD Value
₹6,348
Closing Date
5 Feb 2026, 11:00 amClosed
SHEELA P R
ASSISTANT ENGINEER LID EW SECTION CHEKKIAD GP
Annual Plan ANNUAL PLAN 2025 26 CHEKKIAD GP PR NO 61 Construction of Koralukkal Mukku Ulleentevida Mukku Road IN WARD 15General Civil Work
2025_LSGD_817691_9
005/2025-26/AE/LIDEW/CKD
Open Tender
Civil Works - Roads
180 days
CHEKKIAD GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,348
Yes
7 Mar 2026
28 Jan 2026
6 Feb 2026
28 Jan 2026
5 Feb 2026
28 Jan 2026
Road work
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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 • 0.03 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1396914.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 • 0.28 MB
Tendernotice_2.pdf
PDF • 0.44 MB
Tendernotice_3.pdf
PDF • 0.25 MB
BOQ_1396914.xls
BOQ • 0.30 MB
fot.pdf
Tender Documents • 0.25 MB
preliminary.pdf
Tender Documents • 0.26 MB
viewsbd.pdf
Tender Documents • 1.71 MB
affidavit.pdf
Tender Documents • 0.24 MB
Download all tender documents and submit your bid