- Home
- >
- Tender
- >
- Kerala Tender
- >
- Department of HARBOUR ENGINEERING DEPARTMENT
- >
NTID 43769151
ProcXpert
Share Your purchase requirement, Our ProcXpert team will Connect you to right Supplier.
Inquiry Now
Need Expert Help with Tenders?
Whether it's GeM, eProcurement, or State Portals — our professionals assist you end-to-end with eligibility, documentation, and timely bid submission.
💬 Talk to Our Bidding ExpertCorrigendum General-upgradat in CANNANORE - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum General-upgradat" in CANNANORE, India.
- Opening Date : Fri 13th March, 2026
- Closing Date : Thu 12th March, 2026
- ₹ 1335846.00
- NTID 43769151
Tender Description
Documents
Get Complete Tender Details Now - Download the Document!
Download Now – Only ₹200-
Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
33396.00 -
Document Cost
2760.00 -
Estimated Cost
1335846.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Corrigendum | Date |
| 2 | Corrigendum2 | Date |
| 3 | Corrigendum03 | Date |
| 4 | Corrigendum04 | Date |
BOQ Items Total Items : 13 | Total Qty : 2590.247
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Malikaparambu - Chattikkunnumbram Road | ||
| 2 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.047 | Hectare |
| 3 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 45.000 | cum |
| 4 | 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. | 105.750 | cum |
| 5 | 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 | 105.750 | cum |
Purchase Access To Download Selected Documents
₹ 200
Select this PlanFor a one-time fee, you get unrestricted access to all documents and for a minimum of one year.
UNLIMITED
DOWNLOAD
Select this Plan
₹ 7000
Plan
Standard Plane
Day/Month
Standard Plane
Sales: +91 7383 93 4054