- Home
- >
- Tender
- >
- Kerala Tender
- >
- Department of LOCAL SELF GOVERNMENT DEPARTMENT
- >
NTID 46639046
ProcXpert
Share Your purchase requirement, Our ProcXpert team will Connect you to right Supplier.
Inquiry Now382 27-kunnamangalam Gp Cheloo in Kunnamangalam - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "382 27-kunnamangalam Gp Cheloo" in Kunnamangalam, India.
LOCAL SELF GOVERNMENT DEPARTMENT
Kunnamangalam, Kerala, India
NTID 46639046
- Opening Date : Wed 16th September, 2026
- Closing Date : Tue 15th September, 2026
- ₹ 973840.00
- NTID 46639046
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
BOQ Items Total Items : 29 | Total Qty : 2968.03
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Appendix A - Cheloor Thadayil Road | ||
| 2 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 105 | sqm |
| 3 | OD145755/2026-2027:Granular sub-base/base/surface course with departmental materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 3.15 | cum |
| 4 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 25.725 | cum |
| 5 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 34.65 | 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