Tender for LOCAL SELF GOVERNMENT DEPARTMENT - NTID 29113838
LOCAL SELF GOVERNMENT DEPARTMENT
Kasaragod, Kerala, India
NTID 29113838
- Opening Date : Mon 3rd October, 2022
- Closing Date : Fri 30th September, 2022
- ₹ 1454794.00
- NTID 29113838
Vellachal Puthilottu Road Widening , Tarring And Retarring In Pilicode Gp Under Annual Plan 2022-23-pgp 109-general Civil Work
Documents
Unlock the opportunities
Buy This Document-
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
36370.00 -
Document Cost
2760.00 -
Estimated Cost
1454794.00
BOQ Items Total Items : 17 | Total Qty : 7309.74
# | Item | Quantity | Units |
---|---|---|---|
1 | Road Improvement | ||
2 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 54.3650 | cum |
3 | 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. (ii) Using Gravel mix soil. | 45.4400 | cum |
4 | 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 | 77.1600 | cum |
5 | 5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 514.4000 | sqm |
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