Tender For Mending Of Embankment & Shoulder Damages Due To Heavy Rainfall At Different Stretches Of Bridge Approach Road Of Devi Kamteswari Setu Towards Sitai And Connecting Road From Bridge Approach Road Of Devi Kamteshwari Setu To Sitalkuchi-Sitai
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Project Description
Tender for Mending Of Embankment & Shoulder Damages Due To Heavy Rainfall At Different Stretches Of Bridge Approach Road Of Devi Kamteswari Setu Towards Sitai And Connecting Road From Bridge Approach Road Of Devi Kamteshwari Setu To Sitalkuchi-Sitai Road Under Cooch Behar Highway Division Road In The District Of Cooch Behar
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness.(Reference to Morth & H's specification clause 201) By Manual Means in area of light jungle 85% of total length considered total length considered = 1500 m |
| 2 | Construction of Embankment with Material obtained from Borrow pits, Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 & 300-1 .The size course material in the mix of earth ordinarily shall not be exceed 75mm.(Reference to MoRT&H's specification clause 305).Compensation for earth will vary from place to place and will have to be assessed realistically as per particular ground situation. In case earth is available from Govt. land, compensation for earth i.e. 43.00/m3 to be deducted from the Rate in Col. 4. The position is required to be clearly stated in the cost estimate.From borrowpit |
| 3 | By Mix in Place MethodConstruction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401.with Rate per cum for grading-III Material |
| 4 | Total =A |
| 5 | Add GST @18% on A=(B) Please Enable Macros to View BoQ information |
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