Construction Of (I) Sunajuri Gaon Road (L=0.73Km) And (Ii) Aag Chamua And Pish Chamua Connecting Road (L=1.00Km)Under Teok & Mariani Territorial Road Division For The Year 2024-25 Undersopd-G In Mariani Lac. Pkg No. Sopd(G)/Tmtrd/Mariani/2024-25/14
Tender Overview
Project Description
Construction of (I) Sunajuri Gaon road (L=0.73KM) and (II) Aag Chamua and Pish Chamua connecting road (L=1.00KM)under Teok & Mariani Territorial Road Division for the year 2024-25 underSOPD-G in Mariani LAC. PKG NO. SOPD(G)/TMTRD/Mariani/2024-25/14
BOQ
| Sl. No. | Item Description |
| 1 | I) Sunajuri Gaon road:-Heavy Dressing :Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/ irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 2 | Gravel/Soil-Aggregregate surface course : Construction of granular surface course 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 |
| 3 | Maintenance of Earthen shoulder (filling with fresh selected soil):Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
| 4 | II)Aag Chamua and Pish Chamua connecting road:- Heavy Dressing :Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/ irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer. |
| 5 | Gravel/Soil-Aggregregate surface course : Construction of granular surface course 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 |
| 6 | Maintenance of Earthen shoulder (filling with fresh selected soil):Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
CompletedBid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender